BID #2020-06 STEAM HEATING ALTERATIONS WOOSTER … · Steam Heating System Alterations Wooster Middle School 8/6/2019 SECTION SECTION NAME DATE Table of Contents 8/6/2019 Invitation

BID #2020-06

STEAM HEATING ALTERATIONS WOOSTER MIDDLE SCHOOL

TOWN OF STRATFORD Date Submitted , 2019. PURCHASING DEPARTMENT 2725 MAIN STREET STRATFORD, CT 06615 SEALED submissions are subject to the standard Bidder: instructions set forth on the attached sheets. Any modifications must be specifically _________________________________ accepted by the Town of Stratford. Doing Business As (Trade Name) _________________________________________ Address

Released: Tuesday, August 6, 2019 _________________________________________ Town / State / Zip

Phillip Ryan, Purchasing Agent _________________________________________ Title (Mr /Ms) _________________________________________ Signature _________________________________________ Telephone _________________________________________ E-mail

Sealed bids will be received by the Purchasing Department at the office of the Purchasing Agent, 2725 Main Street, Room 202, Stratford, Connecticut 06615, up to:

11:00am, Tuesday, August 27, 2019

NOTE:

1. Bidders are to complete all requested data in the upper right corner of this page and must return this page with their bid proposal.

2. No bid shall be accepted from, or contracts awarded to, any person/company who is in arrears to the Town of Stratford upon debt, or contract or who has been within the prior five (5) years, a defaulter as surety or otherwise upon obligations to the Town of Stratford.

3. Submissions are to be submitted in a sealed envelope and clearly marked “BID #2020-06” on the outside of the envelope, including all outer packaging, such as, DHL, FedEx, UPS, etc.

Bid #2020-06 / Cover Page 2 of 2

PROJECT TEAM

Architect / Project Manager:

Mechanical, Electrical, Plumbing Engineer:

Steam Heating System AlterationsWooster Middle School8/6/2019

SECTION SECTION NAME DATETable of Contents 8/6/2019Invitation to Bid 8/6/2019Information for Bidders 8/6/2019Bid Form 8/6/2019Statement of Qualifications (AIA A305) 8/6/2019A310 Bid Bond 8/6/2019A312a Performance Bond 8/6/2019A312b Payment Bond 8/6/2019Wage Rates (Applicable if project is over $100,000) 8/6/2019 Section 31-53b - Construction Safety and Health Course 8/6/2019 10-Hour OSHA Construction Safety and Health Course 8/6/2019 CT General Statute 31-55a 8/6/2019 Contractors Wage Certification Form 8/6/2019 Payroll Certification Form 8/6/2019 Occupational Classification Bulletin 8/6/2019 CT DOL Wage and Workplace Standards Footnotes 8/6/2019Non-Collusion Affidavit 8/6/2019AIA A101: Agreement Between Owner and Contractor 8/6/2019AIA A201: General Conditions of the Contract for Construction 8/6/2019Supplementary Conditions 8/6/2019Insurance Procedure 8/6/2019

DIVISION 1 - GENERAL REQUIREMENTS01009 Milestone Schedule 8/6/201901100 Summary of Work 8/6/201901250 Regulatory Requirements 8/6/201901310 Project Management and Coordination 8/6/201901330 Submittal Procedures 8/6/201901400 Quality Requirements 8/6/201901600 Product Requirements 8/6/2019

Product Substitution Form 8/6/201901770 Closeout Closeout 8/6/2019

DRAWINGSM-0.0 Mechanical Notes, Symbols & Abbreviations 8/6/2019M-1.0 Mechanical Floor Plans 8/6/2019M-2.0 Mechanical Details & Schedules 8/6/2019M-3.0 Mechanical Specifications 8/6/2019M-4.0 Electrical Specifications 8/6/2019

Table of Contents

8/5/2019 - 3:24 PM Table of Contents 1 of 1

INVITATION TO BID

The Town of Stratford (Town) and on behalf of its Board of Education (BOE) is seeking competitive bids from qualified contractors to perform Steam Heating System Alterations - Wooster Middle School, 150 Lincoln Street, Stratford. PRE-BID MEETING A site meeting will commence at Wooster Middle School, 150 Lincoln Street, Stratford. at 2:00pm on Tuesday, August 13, 2019 for prospective bidders to scope the conditions.

While the meeting is non-mandatory, prospective bidders are strongly encouraged to attend and will be required to sign-in at commencement of the meeting. The sign-in sheet will be posted on the Purchasing Department website as below. Copies will not be made available at the meeting, nor will they be faxed out.

All requests for information will be answered in writing as specified below under RFI / Addenda. REQUESTS FOR INFORMATION (RFI) / ADDENDA Direct requests in writing to: Town of Stratford, Purchasing Department Attention: Phillip Ryan, Purchasing Agent 2725 Main Street, Stratford, CT 06615

E-mail: [email protected] and copy: [email protected]

NOTE: Written requests for information will not be accepted after 12:00PM on Thursday, August 22, 2019. Response will be in the form of an addendum that will be posted periodically but no later than Friday, August 23, 2019 at the close of business to the Purchasing Department website: www.townofstratford.com/purchase It is the responsibility of each bidder to retrieve addenda from the website. Any contact about this bid between a Bidder and any other Town official and/or department manager and/or Town of Stratford employee, other than as set forth above, may be grounds for disqualification of that Bidder. No questions or clarifications shall be answered by phone, in person or in any other manner than specified above. Addenda will not be mailed, e-mailed or faxed out. CHECKLIST

The following must be submitted with proposal:

Cover page, completed and signed. Bid Form

o Addenda acknowledged on Bid Form, or submitted if requested. Bid Bond or Equal Approved Security. Insurance Procedure Non-Collusion Affidavit AIA Document A305 – Contractor’s Qualification Statement List of 5 (minimum) equivalent projects completed within the last 3-years.

Include project and reference contact information for each. List of all subcontractors identifying each trade, hourly rates, location, and Tax ID number. Identify any exceptions that may apply. These must be itemized and attached to the proposal form.

The Bidder hereby certifies that any and all defects, errors, inconsistencies or omissions of which he/she is aware, either directly or by notification from any material supplier found in the Contract Documents are listed herewith in this Bid Form.

Name ________________________________ Title ___________________________ Signature ___________________________ Date______________

mailto:[email protected]

mailto:[email protected]

http://www.townofstratford.com/purchase

Bid #2020-06 / Invitation to Bid Page 2 of 3

COMPLETED PROJECTS / REFERENCES: Contractor required to have completed a minimum of 5 equivalent projects completed within the last 3-years. Provide project information and contact information below or attached Projects Sheet. PROJECT #1:

Project Contract Price Completion Date Owner / Architect Contact Person Phone E-mail Description of the Work

PROJECT #2:


PROJECT #3:


PROJECT #4:


PROJECT #5:


This page must be fully completed and submitted with your proposal, including accurate contact names and contact details. Prospective bidders may opt to submit own formatted reference sheets with complete project details and contact information.

Bid #2020-06 / Invitation to Bid Page 3 of 3

SUBCONTRACTORS Provide subcontractor details if any are to be employed as part of this contract, including labor rates: SUBCONTRACTOR #1:

Name of Company Fed ID # Contact Person Title Company Address Phone Trade E-mail

Rates: Supervisor $________/hr Foreman $________ /hr Journeyman $________ /hr Apprentice $________ /hr

SUBCONTRACTOR #2:



SUBCONTRACTOR #3:



SUBCONTRACTOR #4:

Name of Company Fed ID # Contact Person Title Company Address Phone Trade E-mail Rates: Supervisor $_______/hr Foreman $_______ /hr Journeyman $_______ /hr Apprentice $_______ /hr

NOTE: All sub-contractors are subject to approval by the Town of Stratford and are required to provide Fed ID #.

PURCHASING DEPARTMENT TOWN OF STRATFORD

INSTRUCTIONS FOR BIDDERS TERMS AND CONDITIONS OF BID

BID PROPOSALS Bid proposals are to be submitted in a sealed envelope and clearly marked on the outside “BID #2020-06” including all outer packaging such as DHL, FedEx, UPS, etc. All prices and notations must be printed in ink or typewritten. No erasures are permitted. Bid proposals are to be in the office of the Purchasing Department, Town Hall, 2725 Main Street, Room 202, Stratford, Connecticut, prior to date and time specified, at which time they will be publicly opened. RIGHT TO ACCEPT / REJECT AFTER REVIEW OF ALL FACTORS, TERMS AND CONDITIONS, INCLUDING PRICE, THE TOWN OF STRATFORD RESERVES THE RIGHT TO REJECT ANY AND ALL BIDS, OR ANY PART THEREOF, OR WAIVE DEFECTS IN SAME, OR ACCEPT ANY PROPOSAL DEEMED TO BE IN THE BEST INTEREST OF THE TOWN OF STRATFORD. POWER OF REJECTION The Mayor shall have the power to reject all bids and to advertise again. QUESTIONS Questions concerning conditions, bidding guidelines and specifications should only be directed in writing to:

Mr. Phillip Ryan, Purchasing Agent: [email protected] and copy [email protected]

Inquiries must reference date of bid opening, requisition or contract number, and must be received no later than as indicated in the bid documents prior to date of bid opening. Failure to comply with these conditions will result in the bidder waiving the right to dispute the bid specifications and conditions. PRICES Prices quoted must be firm, for acceptance by the Town of Stratford, for a period of ninety (90) days. Prices shall include all applicable duties. Bidders shall be required to deliver awarded items at prices quoted in their original bid. F.O.B. DESTINATION Prices quoted shall be net, delivered to destination. Bids quoting other than F.O.B. Destination may be rejected. BID BOND The BID BOND furnished, as bid security, must be duly executed by the bidder as principal. It must be in the amount equal to five percent (5%) of the total estimated bid, as guarantee that, in case the contract is awarded to the bidder, the bidder will, within ten days thereafter, execute such contract and furnish a Performance Bond and Payment Bond. Small businesses may elect to obtain an irrevocable letter of credit or cashier’s check in lieu of the Bid Bond. Such surety must also be in an amount equal to at least five percent (5%) of the total estimated bid. All bid bonds shall be written by a surety company or companies licensed in the State of Connecticut, and shall have at least an A-VII policy holders rating, as reported by A.M. Best Rating Services, or otherwise deemed acceptable by the Town. The Town always reserves the right to reject surety companies, if an approved surety bond cannot be provided, the bidder shall be deemed non-responsive. A complete list of certified surety companies can be accessed on the U.S. Government Department of Treasury website: https://www.fiscal.treasury.gov/fsreports/ref/suretyBnd/c570_a-z.htm NOTE: Failure to provide a Bid Bond or equivalent security is not cause for a waiver defect. Any bid not accompanied by such security will be excluded from consideration.

Bid #2020-06 / Instructions to Bidders Page 2 of 6

PERFORMANCE AND LABOR AND MATERIAL BOND The successful bidder, within seven (7) business days after notification of award, will be required to furnish Performance and Labor and Material Bond provided by a company authorized to issue such bonds in the State of Connecticut, or Certified Check or properly executed Irrevocable Letter of Credit equal to a hundred per cent (100%) of the award. In the event that the Contractor where required to provide evidence of insurance and a performance bond does not do so before beginning work, the Town of Stratford reserves the right to withhold payment from such supplier until the evidence of insurance and performance bond has been received by the Town. All payment and performance bonds shall be written by a surety company or companies licensed to issue bonds in the State of Connecticut, and shall have at least an A-VIII policy holders rating, as reported by A.M. Best Rating Services, or otherwise deemed acceptable by the Town. The Town always reserves the right to reject surety companies, if approved surety bonds cannot be provided the contract shall be terminated. A complete list of certified surety companies can be accessed on the U.S. Government Department of Treasury website: https://www.fiscal.treasury.gov/fsreports/ref/suretyBnd/c570_a-z.htm BOND REQUIREMENT – NON-RESIDENT CONTRACTORS

1. Non-resident contractors are required to deposit with the Department of Revenue Services a sum equivalent to 5% of the total contract value, as assurance that personal property taxes and/or any other State taxes assessed and due the State during the contract will be paid.

2. If this surety is not deposited with the State, the Town is required to deduct and submit to the State 5% of the total contract value.

PERMITS The contractor shall be responsible for securing all necessary permits, state and local, and as required by the Town of Stratford. PAYMENT PROCEDURES No voucher, claim or charge against the Town shall be paid without the approval of the Director of Finance for correctness and legality.

PAYMENT PERIOD The Town of Stratford shall put forth its best effort to make payment within thirty days (30) after delivery of the item acceptance of the work, or receipt of a properly completed invoice, whichever is later. Payment period shall be net thirty days (30) unless otherwise specified. For projects that do not require a performance or bid bond, The Town of Stratford reserves the right to retain five percent (5%) of total bid amount, which is payable ninety (90) days after final payment or acceptance of the work. THE CONTRACTOR The Contractor for the work described shall be thoroughly familiar with the requirements of all specifications, and the actual physical conditions of various job sites. The submission of a proposal shall be construed as evidence that the Contractor has examined the actual job conditions, requirements, and specifications. Any claim for labor, equipment, or materials required, or difficulties encountered which could have been foreseen had such an examination been carefully made will not be recognized. ASSIGNMENT OF CONTRACT No contract may be assigned or transferred without the consent of the Town of Stratford. AWARD OF BIDS Contracts and purchases will be made or entered into with the lowest responsible bidder meeting specifications, except as otherwise specified in the invitation. If more than one item is specified in the invitation, the Town of Stratford reserves the right to determine the low bidder on an individual basis or on the basis of all items included in the Invitation for Bids, unless otherwise expressed by the Town.


BIDDING FOR PUBLIC WORK OR IMPROVEMENT Any public work or improvement costing more than seven thousand five hundred ($7,500.00) dollars shall be executed by contract except where specified work or improvement is authorized by the council based on detailed estimates submitted by the department authorized to execute such work or improvement. All contracts for more than seven thousand five hundred ($7,500.00) dollars, shall be awarded to the lowest responsible bidder, after public advertisement and competition, as may be prescribed by ordinance. The Mayor shall establish reasonable regulations for prefiling sub bids on construction contracts where it is anticipated that the contracting party shall subcontract all or a portion of the work to be done. Any public work or improvement costing more than $7,500 shall be executed by contract except where specified work or improvement is authorized by the Council based on detailed estimates submitted by the Department authorized to execute such work or improvement. All contracts under this section shall be awarded by the Town Council to the lowest responsible bidder, after public advertisement as specified above. NONUSE OF WASTES

A. All bids and contracts related to the retention of services to construct or maintain any publicly owned and/or maintained road or real property within the Town of Stratford shall include a provision stating that no materials containing natural gas or oil waste shall be utilized in providing such a service.

B. All bids and contracts related to the purchase or acquisition of materials to be used to construct or maintain any publicly owned and/or maintained road or real property within the Town of Stratford shall include a provision stating that no materials containing natural gas or oil waste shall be provided to the Town of Stratford.

C. The following statement, which shall be a sworn statement under penalty of perjury, shall be included in all bids

related to the purchase or acquisition of materials to be used to construct or maintain any publicly owned and/or maintained road or real property within the Town of Stratford and all bids related to the retention of services to construct or maintain any publicly owned and/or maintained road or real property within the Town of Stratford: "We ____ hereby submit a bid for materials, equipment and/or labor for the Town of Stratford. The bid is for bid documents titled ____. We hereby certify under penalty of perjury that no natural gas waste or oil waste will be used by the undersigned bidder or any contractor, subcontractor, agent or vendor agent in connection with the bid; nor will the undersigned bidder or any subcontractor, agent or vendor agent thereof apply any natural gas waste or oil waste to any road or real property within the Town of Stratford as a result of the submittal of this bid if selected."

CHANGE ORDERS

Approval Required: Except as specified herein, when any public work or improvement has been executed by contract, no changes in the terms, conditions or scope of said contract nor deviations from the specifications made a part of that contract which would result in any way in an increase in the cost of that contract to the Town shall be allowed except by the approval of the Council. Review: Any request for change orders shall first be considered by an appropriate committee appointed and then referred to the Council for appropriate action. Mayor’s Approval: Notwithstanding any provision to the contrary herein, the Mayor, acting upon the advice of the Town Engineer, shall have the authority to approve any such changes or deviations without the approval of the Council, provided that the cost of any such changes or deviations does not exceed the sum of $5,000, and further provided that, in the opinion of the Mayor, due to extraordinary conditions, unforeseen contingencies, market conditions or the nature of the requested change, it would not be feasible or in the best interest of the Town to delay approval of the requested change.


GUARANTEE Equipment, materials and/or work executed shall be guaranteed for a minimum period of one (2) years against defective material and workmanship. The cost of all labor, materials, shipping charges and other expenses in conjunction with the replacement of defective equipment, and/or unsatisfactory work, shall be borne by the Contractor. CATALOGUE REFERENCE Unless expressly stated otherwise, any and all reference to commercial types, sales, trade names and catalogues are intended to be descriptive only and not restrictive; the intent is to indicate the kind and quality of the articles that will be acceptable. Bids on other equivalent makes, or with reference to other catalogue items will be considered. The bidder is to clearly state exactly what will be furnished. Where possible and feasible, submit an illustration, descriptive material, and/or product sample. OSHA The bidder will certify all equipment complies with all regulations and conditions stipulated under the Williams-Steiger Occupational Safety and Health Act of 1971, as amended. The successful bidder will further certify that all items furnished under this project will conform and comply with Federal and State of Connecticut OSHA standards. The successful bidder will agree to indemnify and hold harmless the Town of Stratford for any and all damages that may be assessed against the Town. LIFE CYCLE COSTING Where applicable, Life Cycle Costing will be used as a criterion for awarding bids. This is a method of calculating total cost of ownership of an item over the life of the product, which may include operation and maintenance expenses, transportation, salvage value, and/or disposal costs. INSURANCE The Contractor shall not commence any work under the Contract until all insurance required by this section has been obtained and Certificates of Insurance and any other evidence of required coverage requested by the Town, including a copy of the policy itself, have been received and approved by the Town. Such policies shall stipulate that no coverage can be changed or canceled, including for non-payment of premium, unless the Town has had thirty (30) days prior notice in writing. Certificates of renewals or changes in policies shall be delivered to the Owner at least thirty (30) days prior to the expiration of the policy. All insurance issuers chosen by the Contractor must be licensed to do business in the State of Connecticut and rated A- or better by A.M. Best Rating Services. The Town always reserves the right to reject insurance companies, if approved insurance policies cannot be provided the contract shall be terminated. The insurance requirements set forth below are minimum limits of coverage only and in no way limit the Contractor’s liability. The following insurance is required to be maintained in full force until all work required by the contract has been fully completed, except that Products/Completed Operations coverage shall be maintained for five (5) years. Worker’s Compensation Insurance: The Contractor shall carry Worker’s Compensation and Employer’s Liability Insurance in the form and in such amounts as may be currently required to comply with the Labor Laws of the State of Connecticut. Automobile Insurance: The Contractor shall carry and maintain during the life of the Contract a policy with a combined single limit of $2,000,000 and rider CA9948 or equivalent. This policy shall include all liability of the Contractor arising from the operation of all self-owned motor vehicles used in the performance of the Contract; and shall also include a “non-Ownership” provision covering the operation of motor vehicles not owned by the Contractor, but used in the performance of the work.


INSURANCE (continued)

Commercial General Liability: § Bodily Injury and Property Damage $2,000,000 § Products/Completed Operations $2,000,000

This policy shall include Subcontractor's Liability coverage, protecting the Contractor and the Town against liability arising out of the activities of Subcontractors engaged by him in the performance of the work. Umbrella Policy: An umbrella policy in the amount of $5,000,000, covering general liability, auto liability, and employer liability is required. Pollution Liability Insurance: Where applicable, a policy in the amount of $5,000,000 including coverage for transport and other offsite risks. Such policy must be given to the Town for review and determination of acceptability before an award will be made. Waiver of Subrogation: Waiver of subrogation is required on all policies. Additional Insureds: The Town of Stratford, Stratford Board of Education, its officers, officials, employees, agents, Boards, and Commissions shall be named as Additional Insureds. The coverage shall be primary and non-contributory and contain no special limitations on the scope of protection afforded to the Town of Stratford. A waiver of subrogation applies under general liability, auto liability and workers compensation. The coverage shall be primary and non-contributory and contain no special limitations on the scope of protection afforded to the Town of Stratford. A waiver of subrogation applies under general liability, auto liability and workers compensation. Subcontractor’s Insurance: Each Subcontractor engaged by the Contractor to perform any work under the Contract shall obtain all insurance required of the Contractor in the same amounts and subject to the same provisions specified above for the Contractor, including the Additional Insured requirement. Certificates of Insurance shall be submitted to the Contractor and the Town and approved by the Town, before commencing any work. HOLD HARMLESS Contractor shall defend, indemnify, and hold harmless the Town of Stratford, its officers, employees, agents or volunteers, from and against any and all claims and demands of any nature for any loss, damage or injury which any person may suffer by reason of, or in any way arising out of, this Agreement, unless caused by the sole negligence of the Town. FEDERAL, STATE, AND LOCAL LAWS All applicable Federal, State and local laws, rules and regulations of all authorities having jurisdiction over the locality of the project shall apply to the contract and are deemed to be included herein. If the total amount of the project, including any current or future change orders, exceeds $100,000.00 all work is to be done in accordance with Connecticut Department of Labor (CT-DOL) rules and regulations. More information may be obtained from: www.ctdol.state.ct.us The Davis-Bacon and Related Acts, shall apply to contractors and subcontractors performing on federally funded or assisted contracts in excess of $2,000 for the construction, alteration, or repair (including painting and decorating) of public buildings or public works. More information may be obtained from: https://www.dol.gov/whd/govcontracts/dbra.htm NOTE: The Town shall apply the most current wage decision applicable at the time of contract award. CONFLICT OF INTEREST No officer or employee or member of any elective or appointive board, commission, committee or council of the Town, whether temporary or permanent, shall have or acquire any financial interest gained from a successful bid, direct or indirect, in any project, matter, contract or business within his/her jurisdiction or the jurisdiction of the board, commission, committee or council of which he/she is a member. Nor shall the officer / employee / member have any financial interest, direct or indirect, in any contract or proposed contract for materials or services to be furnished or used in connection with any project, matter or thing which comes under his/her jurisdiction or the jurisdiction of the board, commission, committee or council of which he/she is a member.


SCOPE OF WORK / SITE INSPECTIONS The bidder declares that the scope of the work has been thoroughly reviewed and any questions resolved (see above for name and number of individual to contact for questions). If applicable, the bidder further declares that the site has been inspected as called for in the specifications (q.v.). EXCEPTION TO SPECIFICATIONS No protest regarding the validity or appropriateness of the specifications or of the Invitation for Bids will be considered, unless the protest is filed in writing with the Purchasing Agent prior to the closing date for the bids. All bid proposals rendered shall be considered meeting the attached specifications unless exceptions are noted on a separate page dated and signed by the bidder. UNLESS OTHERWISE NOTED It will be assumed that all terms and conditions and specifications will be complied with and will be considered as part of the Bid Proposal. TAX EXEMPT Federal Tax Exemption 06-6002103. Exempt from State Sales Tax under State General Statues Chapter 219-Section 12-412 Subsection A.

8/6/2019

Bid Form Steam Heating System Alterations: Wooster Middle School

1

BID FORM Bids must be submitted to the Town of Stratford Purchasing Office, attention Phillip Ryan, Purchasing Agent, on the following form signed by an authorized company officer. Bids will be opened on Tuesday, August 27, 2019, 11:00am. Phillip Ryan, Purchasing Agent Town of Stratford 2725 Main Street Stratford, CT 06615 Steam Heating System Alterations: Wooster Middle School 150 Lincoln St. Stratford, CT 06611 To Whom It May Concern: (I, We) ______________________________________ the undersigned having visited the project site at Wooster Middle School and having familiarized ourselves with the local conditions affecting the cost of the work and with Contract Documents and all addenda thereto, hereby propose to furnish all labor, materials, tools, equipment, insurance to pay all applicable taxes, and to do and perform all things as provided in the drawings and specifications for the following sum(s):

BASE BID: Refer to enclosed drawings and specifications. Contractor shall include all monies and fees to complete documented HVAC upgrades as indicated in bid documents. Contractor shall include a $10,000 allowance in base bid number for unforeseen conditions and changes to be used at Architect and Owners discretion. Any unused portion of allowance shall be credited back to owner.

*Written Form: __________________________________________________________

*Dollars: ($_________________)

*PLEASE NOTE THAT STATE OF CONNECTICUT PREVAILING WAGES MUST BE USED IF TOTAL BID EXCEEDS $100,000.

8/6/2019

Bid Form Steam Heating System Alterations: Wooster Middle School

2

ADD ALTERNATE #1: BOILER REMOVAL AND PIPING: All work and materials necessary to remove existing abandoned steam boiler and associated piping, controls, breeching, pad, etc … as indicated on construction drawings. Refer to construction drawings for additional information.

*Written Form: __________________________________________________________

*Dollars: ($_________________)

*Please note the ADDITIONAL COST ONLY, not the basebid plus additional costs in

Alternate bid numbers.

ADDENDA

In submitting this proposal, I have received and included in this Proposal, the following Addenda: Addendum No. Date

Signed: ________________________________ ____________________________________

Signature Corporate Seal

Company Name : _________________________________________________________

Address : _________________________________________________________

City, St, Zip Code : _________________________________________________________

Phone : (__ __ __) - __ __ __ - __ __ __ __

Fax : (__ __ __) - __ __ __ - __ __ __ __

Brian

Typewritten Text

Town of Stratford 2725 Main Street Stratford, CT 06615

Project: Steam Heating System Alterations At Wooster Middle School

Minimum Rates and Classifications for Building Construction Connecticut Department of Labor ID# : B 26422 Wage and Workplace Standards Division

By virtue of the authority vested in the Labor Commissioner under provisions of Section 31-53 of the General Statutes of Connecticut, as amended, the following are declared to be the prevailing rates and welfare payments and will apply only where the contract is advertised for bid within 20 days of the date on which the rates are established. Any contractor or subcontractor not obligated by agreement to pay to the welfare and pension fund shall pay this amount to each employee as part of his/her hourly wages.

Project Number: Project Town: Stratford State# FAP#:


CLASSIFICATION Hourly Rate Benefits

1a) Asbestos Worker/Insulator (Includes application of insulating materials, 38.25 27.96 protective coverings, coatings, & finishes to all types of mechanical systems; application of firestopping material for wall openings & penetrations in walls, floors, ceilings

1b) Asbestos/Toxic Waste Removal Laborers: Asbestos removal and encapsulation (except its removal from mechanical systems which are not to be scrapped), toxic waste removers, blasters.**See Laborers Group 7**

1c) Asbestos Worker/Heat and Frost Insulator 40.21 30.99

As of: Tuesday, August 06, 2019


2) Boilermaker 38.34 26.01

3a) Bricklayer, Cement Mason, Concrete Finisher (including caulking), 34.72 32.55 + a Stone Masons

3b) Tile Setter 34.90 25.87

3c) Terrazzo Mechanics and Marble Setters 31.69 22.35

3d) Tile, Marble & Terrazzo Finishers 26.70 21.75

3e) Plasterer 33.48 32.06



------LABORERS------

4) Group 1: Laborers (common or general), acetylene burners, concrete 30.75 20.84 specialists, wrecking laborers, fire watchers.

4a) Group 2: Mortar mixers, plaster tender, power buggy operators, 31.00 20.84 powdermen, fireproofer/mixer/nozzleman (Person running mixer and spraying fireproof only).

4b) Group 3: Jackhammer operators/pavement breaker, mason tender 31.25 20.84 (brick), mason tender (cement/concrete), forklift operators and forklift operators (masonry).

4c) **Group 4: Pipelayers (Installation of water, storm drainage or sewage 31.75 20.84 lines outside of the building line with P6, P7 license) (the pipelayer rate shall apply only to one or two employees of the total crew who primary task is to actually perform the mating of pipe sections) P6 and P7 rate is $26.80.

4d) Group 5: Air track operator, sand blaster and hydraulic drills. 31.50 20.84



4e) Group 6: Blasters, nuclear and toxic waste removal. 33.75 20.84

4f) Group 7: Asbestos/lead removal and encapsulation (except it's removal 31.75 20.84 from mechanical systems which are not to be scrapped).

4g) Group 8: Bottom men on open air caisson, cylindrical work and boring 29.03 20.84 crew.

4h) Group 9: Top men on open air caisson, cylindrical work and boring 28.49 20.84 crew.

4i) Group 10: Traffic Control Signalman 18.00 20.84

5) Carpenter, Acoustical Ceiling Installation, Soft Floor/Vinyl Floor/Carpet 33.53 25.66 Laying, Metal Stud Installation, Form Work and Scaffold Building, Drywall Hanging, Modular-Furniture Systems Installers, Lathers, Piledrivers, Resilient Floor Layers.



5a) Millwrights 34.04 26.09

6) Electrical Worker (including low voltage wiring) (Trade License required: 39.62 27.25+3% of E1,2 L-5,6 C-5,6 T-1,2 L-1,2 V-1,2,7,8,9) gross wage

7a) Elevator Mechanic (Trade License required: R-1,2,5,6) 53.37 33.705+a+b

-----LINE CONSTRUCTION----

Groundman 26.50 6.5% + 9.00

Linemen/Cable Splicer 48.19 6.5% + 22.00



8) Glazier (Trade License required: FG-1,2) 38.18 21.80 + a

9) Ironworker, Ornamental, Reinforcing, Structural, and Precast Concrete 36.67 35.77 Erection

----OPERATORS----

Group 1: Crane handling or erecting structural steel or stone, hoisting 40.97 24.80 + a engineer 2 drums or over, front end loader (7 cubic yards or over), work boat 26 ft. and over and Tunnel Boring Machines. (Trade License Required)

Group 2: Cranes (100 ton rate capacity and over); Excavator over 2 cubic 40.64 24.80 + a yards; Piledriver ($3.00 premium when operator controls hammer); Bauer Drill/Caisson. (Trade License Required)

Group 3: Excavator; Backhoe/Excavator under 2 cubic yards; Cranes (under 39.88 24.80 + a 100 ton rated capacity), Grader/Blade; Master Mechanic; Hoisting Engineer (all types of equipment where a drum and cable are used to hoist or drag material regardless of motive power of operation), Rubber Tire Excavator (Drott-1085 or similar);Grader Operator; Bulldozer Fine Grade. (slopes, shaping, laser or GPS, etc.). (Trade License Required)



Group 4: Trenching Machines; Lighter Derrick; Concrete Finishing 39.48 24.80 + a Machine; CMI Machine or Similar; Koehring Loader (Skooper).

Group 5: Specialty Railroad Equipment; Asphalt Paver; Asphalt 38.87 24.80 + a Reclaiming Machine; Line Grinder; Concrete Pumps; Drills with Self Contained Power Units; Boring Machine; Post Hole Digger; Auger; Pounder; Well Digger; Milling Machine (over 24" Mandrell)

Group 5 continued: Side Boom; Combination Hoe and Loader; Directional 38.87 24.80 + a Driller; Pile Testing Machine.

Group 6: Front End Loader (3 up to 7 cubic yards); Bulldozer (rough grade 38.55 24.80 + a dozer).

Group 7: Asphalt roller, concrete saws and cutters (ride on types), 38.20 24.80 + a vermeer concrete cutter, Stump Grinder; Scraper; Snooper; Skidder; Milling Machine (24" and under Mandrell).

Group 8: Mechanic, grease truck operator, hydroblaster; barrier mover; 37.79 24.80 + a power stone spreader; welding; work boat under 26 ft.; transfer machine.



Group 9: Front end loader (under 3 cubic yards), skid steer loader 37.34 24.80 + a regardless of attachments, (Bobcat or Similar): forklift, power chipper; landscape equipment (including Hydroseeder).

Group 10: Vibratory hammer; ice machine; diesel and air, hammer, etc. 35.24 24.80 + a

Group 11: Conveyor, earth roller, power pavement breaker (whiphammer), 35.24 24.80 + a robot demolition equipment.

Group 12: Wellpoint operator. 35.18 24.80 + a

Group 13: Compressor battery operator. 34.58 24.80 + a

Group 14: Elevator operator; tow motor operator (solid tire no rough 33.41 24.80 + a terrain).



Group 15: Generator Operator; Compressor Operator; Pump Operator; 32.99 24.80 + a Welding Machine Operator; Heater Operator.

Group 16: Maintenance Engineer/Oiler. 32.32 24.80 + a

Group 17: Portable asphalt plant operator; portable crusher plant operator; 36.76 24.80 + a portable concrete plant operator.

Group 18: Power safety boat; vacuum truck; zim mixer; sweeper; 34.26 24.80 + a (Minimum for any job requiring a CDL license).

------PAINTERS (Including Drywall Finishing)------

10a) Brush and Roller 34.62 21.80



10b) Taping Only/Drywall Finishing 35.37 21.80

10c) Paperhanger and Red Label 34.12 21.05

10e) Blast and Spray 37.62 21.80

11) Plumber (excluding HVAC pipe installation) (Trade License required: 43.62 32.06 P-1,2,6,7,8,9 J-1,2,3,4 SP-1,2)

12) Well Digger, Pile Testing Machine 37.26 24.05 + a

Roofer: Cole Tar Pitch 41.50 17.00 + a



Roofer: Slate, Tile, Composition, Shingles, Singly Ply and 40.00 17.00 + a Damp/Waterproofing

15) Sheetmetal Worker (Trade License required for HVAC and Ductwork: 44.74 42.48 SM-1,SM-2,SM-3,SM-4,SM-5,SM-6)

16) Pipefitter (Including HVAC work) (Trade 43.62 32.06 License required: S-1,2,3,4,5,6,7,8 B-1,2,3,4 D-1,2,3,4, G-1, G-2, G-8 & G-9)

------TRUCK DRIVERS------

17a) 2 Axle 29.51 24.52 + a

17b) 3 Axle, 2 Axle Ready Mix 29.62 24.52 + a



17c) 3 Axle Ready Mix 29.67 24.52 + a

17d) 4 Axle, Heavy Duty Trailer up to 40 tons 29.72 24.52 + a

17e) 4 Axle Ready Mix 29.77 24.52 + a

17f) Heavy Duty Trailer (40 Tons and Over) 29.98 24.52 + a

17g) Specialized Earth Moving Equipment (Other Than Conventional Type 29.77 24.52 + a on-the-Road Trucks and Semi-Trailers, Including Euclids)

18) Sprinkler Fitter (Trade License required: F-1,2,3,4) 43.92 15.84 + a



19) Theatrical Stage Journeyman 25.76 7.34



Welders: Rate for craft to which welding is incidental. *Note: Hazardous waste removal work receives additional $1.25 per hour for truck drivers.

**Note: Hazardous waste premium $3.00 per hour over classified rate

ALL Cranes: When crane operator is operating equipment that requires a fully licensed crane operator to operate he receives an extra $4.00 premium in addition to the hourly wage rate and benefit contributions:

1) Crane handling or erecting structural steel or stone; hoisting engineer (2 drums or over)

2) Cranes (100 ton rate capacity and over) Bauer Drill/Caisson 3) Cranes (under 100 ton rated capacity) Crane with 150 ft. boom (including jib) - $1.50 extra Crane with 200 ft. boom (including jib) - $2.50 extra Crane with 250 ft. boom (including jib) - $5.00 extra Crane with 300 ft. boom (including jib) - $7.00 extra Crane with 400 ft. boom (including jib) - $10.00 extra

All classifications that indicate a percentage of the fringe benefits must be calculated at the percentage rate times the "base hourly rate".

Apprentices duly registered under the Commissioner of Labor's regulations on "Work Training Standards for Apprenticeship and Training Programs" Section 31-51-d-1 to 12, are allowed to be paid the appropriate percentage of the prevailing journeymen hourly base and the full fringe benefit rate, providing the work site ratio shall not be less than one full-time journeyperson instructing and supervising the work of each apprentice in a specific trade.

The Prevailing wage rates applicable to this project are subject to annual adjustments each July 1st for the duration of the project.

Each contractor shall pay the annual adjusted prevailing wage rate that is in effect each July 1st, as posted by the Department of Labor.

It is the contractor's responsibility to obtain the annual adjusted prevailing wage rate increases directly from the Department of Labor's website. The annual adjustments will be posted on the Department of Labor's Web page: www.ct.gov/dol. For those without internet access, please contact the division listed below.

The Department of Labor will continue to issue the initial prevailing wage rate schedule to the Contracting Agency for the project.

All subsequent annual adjustments will be posted on our Web Site for contractor access. Contracting Agencies are under no obligation pursuant to State labor law to pay any increase due to the annual adjustment provision.



Effective October 1, 2005 - Public Act 05-50: any person performing the work of any mechanic, laborer, or worker shall be paid prevailing wage

All Person who perform work ON SITE must be paid prevailing wage for the appropriate mechanic, laborer, or worker classification.

All certified payrolls must list the hours worked and wages paid to All Persons who perform work ON SITE regardless of their ownership i.e.: (Owners, Corporate Officers, LLC Members, Independent Contractors, et. al)

Reporting and payment of wages is required regardless of any contractual relationship alleged to exist between the contractor and such person.

~~Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clause (29 CFR 5.5 (a) (1) (ii)).

Please direct any questions which you may have pertaining to classification of work and payment of prevailing wages to the Wage and Workplace Standards Division, telephone (860)263-6790.


Sec. 31-53b. Construction safety and health course. New miner training program.

Proof of completion required for mechanics, laborers and workers on public works

projects. Enforcement. Regulations. Exceptions. (a) Each contract for a public works

project entered into on or after July 1, 2009, by the state or any of its agents, or by any

political subdivision of the state or any of its agents, described in subsection (g) of section

31-53, shall contain a provision requiring that each contractor furnish proof with the

weekly certified payroll form for the first week each employee begins work on such project

that any person performing the work of a mechanic, laborer or worker pursuant to the

classifications of labor under section 31-53 on such public works project, pursuant to such

contract, has completed a course of at least ten hours in duration in construction safety and

health approved by the federal Occupational Safety and Health Administration or, has

completed a new miner training program approved by the Federal Mine Safety and Health

Administration in accordance with 30 CFR 48 or, in the case of telecommunications

employees, has completed at least ten hours of training in accordance with 29 CFR

1910.268.

(b) Any person required to complete a course or program under subsection (a) of this

section who has not completed the course or program shall be subject to removal from the

worksite if the person does not provide documentation of having completed such course or

program by the fifteenth day after the date the person is found to be in noncompliance. The

Labor Commissioner or said commissioner's designee shall enforce this section.

(c) Not later than January 1, 2009, the Labor Commissioner shall adopt regulations, in

accordance with the provisions of chapter 54, to implement the provisions of subsections

(a) and (b) of this section. Such regulations shall require that the ten-hour construction

safety and health courses required under subsection (a) of this section be conducted in

accordance with federal Occupational Safety and Health Administration Training Institute

standards, or in accordance with Federal Mine Safety and Health Administration Standards

or in accordance with 29 CFR 1910.268, as appropriate. The Labor Commissioner shall

accept as sufficient proof of compliance with the provisions of subsection (a) or (b) of this

section a student course completion card issued by the federal Occupational Safety and

Health Administration Training Institute, or such other proof of compliance said

commissioner deems appropriate, dated no earlier than five years before the

commencement date of such public works project.

(d) This section shall not apply to employees of public service companies, as defined in

section 16-1, or drivers of commercial motor vehicles driving the vehicle on the public

works project and delivering or picking up cargo from public works projects provided they

perform no labor relating to the project other than the loading and unloading of their cargo.

(P.A. 06-175, S. 1; P.A. 08-83, S. 1.)

History: P.A. 08-83 amended Subsec. (a) by making provisions applicable to public works project contracts entered into on or after July 1, 2009, replacing provision re total cost of work with reference to Sec. 31-53(g), requiring proof in certified payroll form that new mechanic, laborer or worker has completed a 10-hour or more construction safety course and adding provision re new miner training program, amended Subsec. (b) by substituting "person" for "employee" and adding "or program", amended Subsec. (c) by adding "or in accordance with Federal Mine Safety and Health Administration Standards" and setting new deadline of January 1, 2009,

deleted former Subsec. (d) re "public building", added new Subsec. (d) re exemptions for

public service company employees and delivery drivers who perform no labor other than

delivery and made conforming and technical changes, effective January 1, 2009.

Informational Bulletin

THE 10-HOUR OSHA CONSTRUCTION SAFETY AND HEALTH COURSE

(applicable to public building contracts entered into on or after July 1, 2007, where the total cost of all work to be performed is at least $100,000)

(1) This requirement was created by Public Act No. 06-175, which is codified in

Section 31-53b of the Connecticut General Statutes (pertaining to the prevailing wage statutes);

(2) The course is required for public building construction contracts (projects funded

in whole or in part by the state or any political subdivision of the state) entered into on or after July 1, 2007;

(3) It is required of private employees (not state or municipal employees) and

apprentices who perform manual labor for a general contractor or subcontractor on a public building project where the total cost of all work to be performed is at least $100,000;

(4) The ten-hour construction course pertains to the ten-hour Outreach Course

conducted in accordance with federal OSHA Training Institute standards, and, for telecommunications workers, a ten-hour training course conducted in accordance with federal OSHA standard, 29 CFR 1910.268;

(5) The internet website for the federal OSHA Training Institute is

http://www.osha.gov/fso/ote/training/edcenters/fact_sheet.html;

(6) The statutory language leaves it to the contractor and its employees to determine who pays for the cost of the ten-hour Outreach Course;

(7) Within 30 days of receiving a contract award, a general contractor must furnish

proof to the Labor Commissioner that all employees and apprentices performing manual labor on the project will have completed such a course;

(8) Proof of completion may be demonstrated through either: (a) the presentation of a

bona fide student course completion card issued by the federal OSHA Training Institute; or (2) the presentation of documentation provided to an employee by a trainer certified by the Institute pending the actual issuance of the completion card;

(9) Any card with an issuance date more than 5 years prior to the commencement

date of the construction project shall not constitute proof of compliance;

(10) Each employer shall affix a copy of the construction safety course completion card to the certified payroll submitted to the contracting agency in accordance with Conn. Gen. Stat. § 31-53(f) on which such employee’s name first appears;

(11) Any employee found to be in non-compliance shall be subject to removal from

the worksite if such employee does not provide satisfactory proof of course completion to the Labor Commissioner by the fifteenth day after the date the employee is determined to be in noncompliance;

(12) Any such employee who is determined to be in noncompliance may continue to

work on a public building construction project for a maximum of fourteen consecutive calendar days while bringing his or her status into compliance;

(13) The Labor Commissioner may make complaint to the prosecuting authorities

regarding any employer or agent of the employer, or officer or agent of the corporation who files a false certified payroll with respect to the status of an employee who is performing manual labor on a public building construction project;

(14) The statute provides the minimum standards required for the completion of a

safety course by manual laborers on public construction contracts; any contractor can exceed these minimum requirements; and

(15) Regulations clarifying the statute are currently in the regulatory process, and shall

be posted on the CTDOL website as soon as they are adopted in final form. (16) Any questions regarding this statute may be directed to the Wage and Workplace

Standards Division of the Connecticut Labor Department via the internet website of http://www.ctdol.state.ct.us/wgwkstnd/wgemenu.htm; or by telephone at (860)263-6790.

THE ABOVE INFORMATION IS PROVIDED EXCLUSIVELY AS AN EDUCATIONAL RESOURCE, AND IS NOT INTENDED AS A SUBSTITUTE FOR LEGAL INTERPRETATIONS WHICH MAY ULTMATELY ARISE CONCERNIG THE CONSTRUCTION OF THE STATUTE OR THE REGULATIONS.

http://www.ctdol.state.ct.us/wgwkstnd/wgemenu.htm

Statute31-55aYou are here: DOL Web Site Wage and Workplace Standards Statute 31-55a

-SpecialNotice-

ToAllStateandPoliticalSubdivisions,TheirAgents,andContractors

ConnecticutGeneralStatute31-55a-Annualadjustmentstowageratesbycontractorsdoingstatework.

EachcontractorthatisawardedacontractonorafterOctober1,2002,for(1)theconstructionofastatehighwayorbridgethatfallsundertheprovisionsofsection31-54ofthegeneralstatutes,or(2)theconstruction,remodeling,re inishing,refurbishing,rehabilitation,alterationorrepairofanypublicworksprojectthatfallsundertheprovisionsofsection31-53ofthegeneralstatutesshallcontacttheLaborCommissioneronorbeforeJuly irstofeachyear,forthedurationofsuchcontract,toascertaintheprevailingrateofwagesonanhourlybasisandtheamountofpaymentorcontributionspaidorpayableonbehalfofeachmechanic,laborerorworkeremployedupontheworkcontractedtobedone,andshallmakeanynecessaryadjustmentstosuchprevailingrateofwagesandsuchpaymentorcontributionspaidorpayableonbehalfofeachsuchemployee,effectiveeachJuly irst.

TheprevailingwageratesapplicabletoanycontractorsubcontractawardedonorafterOctober1,2002aresubjecttoannualadjustmentseachJuly1stforthedurationofanyprojectwhichwasoriginallyadvertisedforbidsonorafterOctober1,2002.EachcontractoraffectedbytheaboverequirementshallpaytheannualadjustedprevailingwageratethatisineffecteachJuly1st,aspostedbytheDepartmentofLabor.Itisthecontractor’sresponsibilitytoobtaintheannualadjustedprevailingwagerateincreasesdirectlyfromtheDepartmentofLabor’sWebSite.TheannualadjustmentswillbepostedontheDepartmentofLaborWebpage:www.ctdol.state.ct.us.Forthosewithoutinternetaccess,pleasecontactthedivisionlistedbelow.TheDepartmentofLaborwillcontinuetoissuetheinitialprevailingwageratescheduletotheContractingAgencyfortheproject.AllsubsequentannualadjustmentswillbepostedonourWebSiteforcontractoraccess.

AnyquestionsshouldbedirectedtotheContractComplianceUnit,WageandWorkplaceStandardsDivision,ConnecticutDepartmentofLabor,200FollyBrookBlvd.,Wethers ield,CT06109at(860)263-6790.

Workplace Laws

Published by the Connecticut Department of Labor, Project Management OfficeLast Updated: April 22, 2010

Sec. 31-55a http://www.ctdol.state.ct.us/wgwkstnd/laws-regs/statute31-55a.htm

1 of 1 10/20/2011 4:54 PM

CONNECTICUT DEPARTMENT OF LABOR WAGE AND WORKPLACE STANDARDS DIVISION

CONTRACTORS WAGE CERTIFICATION FORM

I, of Officer, Owner, Authorized Rep. Company Name do hereby certify that the Company Name Street City and all of its subcontractors will pay all workers on the Project Name and Number Street and City the wages as listed in the schedule of prevailing rates required for such project (a copy of which is attached hereto). Signed Subscribed and sworn to before me this day of , . Return to:

Notary Public

Connecticut Department of Labor Wage & Workplace Standards Division 200 Folly Brook Blvd. Wethersfield, CT 06109 Rate Schedule Issued (Date):

[New] In accordance with Section 31-53b(a) of the C.G.S. each contractor shall provide a copy of the OSHA 10 Hour Construction Safety and Health Card for each employee, to be attached to the first certified payroll on the project.

In accordance with Connecticut General Statutes, 31-53 PAYROLL CERTIFICATION FOR PUBLIC WORKS PROJECTS Connecticut Department of LaborCertified Payrolls with a statement of compliance Wage and Workplace Standards Divisionshall be submitted monthly to the contracting agency. WEEKLY PAYROLL 200 Folly Brook Blvd.

Wethersfield, CT 06109CONTRACTOR NAME AND ADDRESS: SUBCONTRACTOR NAME & ADDRESS WORKER'S COMPENSATION INSURANCE CARRIER

POLICY #PAYROLL NUMBER Week-Ending PROJECT NAME & ADDRESS

Date EFFECTIVE DATE:EXPIRATION DATE:

PERSON/WORKER, APPR MALE/ WORK DAY AND DATE Total ST BASE HOURLY TYPE OF GROSS PAY TOTAL DEDUCTIONS GROSS PAY FORADDRESS and SECTION RATE FEMALE CLASSIFICATION S M T W TH F S Hours RATE FRINGE FOR ALL FEDERAL STATE THIS PREVAILING CHECK # AND

% AND BENEFITS WORK RATE JOB NET PAYRACE* Trade License Type TOTAL FRINGE Per Hour PERFORMED LIST

& Number - OSHA Total BENEFIT PLAN 1 through 6 THIS WEEK FICA WITH- WITH- OTHER10 Certification Number HOURS WORKED EACH DAY O/T Hours CASH (see back) HOLDING HOLDING

1. $ $ 2. $Base Rate 3. $

4. $ $ 5. $Cash Fringe 6. $

1. $ $ 2. $Base Rate 3. $

4. $ $ 5. $

Cash Fringe 6. $1. $

$ 2. $Base Rate 3. $

4. $ $ 5. $Cash Fringe 6. $

1. $ $ 2. $Base Rate 3. $

4. $ $ 5. $Cash Fringe 6. $

7/13/2009 *IF REQUIREDWWS-CP1 *SEE REVERSE SIDE PAGE NUMBER OF

OSHA 10 ~ATTACH CARD TO 1ST CERTIFIED PAYROLL

*FRINGE BENEFITS EXPLANATION (P):

Bona fide benefits paid to approved plans, funds or programs, except those required by Federal or State Law (unemployment tax, worker’s compensation, income taxes, etc.). Please specify the type of benefits provided: 1) Medical or hospital care 4) Disability

2) Pension or retirement 5) Vacation, holiday

3) Life Insurance 6) Other (please specify)

CERTIFIED STATEMENT OF COMPLIANCE For the week ending date of , I, of , (hereafter known as

Employer) in my capacity as (title) do hereby certify and state:

Section A: 1. All persons employed on said project have been paid the full weekly wages earned by them during the week in accordance with Connecticut General Statutes, section 31-53, as amended. Further, I hereby certify and state the following: a) The records submitted are true and accurate; b) The rate of wages paid to each mechanic, laborer or workman and the amount of payment or contributions paid or payable on behalf of each such employee to any employee welfare fund, as defined in Connecticut General Statutes, section 31-53 (h), are not less than the prevailing rate of wages and the amount of payment or contributions paid or payable on behalf of each such employee to any employee welfare fund, as determined by the Labor Commissioner pursuant to subsection Connecticut General Statutes, section 31-53 (d), and said wages and benefits are not less than those which may also be required by contract; c) The Employer has complied with all of the provisions in Connecticut General Statutes, section 31-53 (and Section 31-54 if applicable for state highway construction); d) Each such employee of the Employer is covered by a worker’s compensation insurance policy for the duration of his employment which proof of coverage has been provided to the contracting agency; e) The Employer does not receive kickbacks, which means any money, fee, commission, credit, gift, gratuity, thing of value, or compensation of any kind which is provided directly or indirectly, to any prime contractor, prime contractor employee, subcontractor, or subcontractor employee for the purpose of improperly obtaining or rewarding favorable treatment in connection with a prime contract or in connection with a prime contractor in connection with a subcontractor relating to a prime contractor; and f) The Employer is aware that filing a certified payroll which he knows to be false is a class D felony for which the employer may be fined up to five thousand dollars, imprisoned for up to five years or both. 2. OSHA~The employer shall affix a copy of the construction safety course, program or training completion document to the certified payroll required to be submitted to the contracting agency for this project on which such employee’s name first appears. (Signature) (Title) Submitted on (Date) Section B: Applies to CONNDOT Projects ONLY That pursuant to CONNDOT contract requirements for reporting purposes only, all employees listed under Section B who performed work on this project are not covered under the prevailing wage requirements defined in Connecticut General Statutes Section 31-53.

(Signature) (Title) Submitted on (Date) Note: CTDOL will assume all hours worked were performed under Section A unless clearly delineated as Section B WWS-CP1 as such. Should an employee perform work under both Section A and Section B, the hours worked and wages paid must be segregated for reporting purposes.

***THIS IS A PUBLIC DOCUMENT*** ***DO NOT INCLUDE SOCIAL SECURITY NUMBERS***

Weekly Payroll Certification For PAYROLL CERTIFICATION FOR PUBLIC WORKS PROJECTS Week-Ending Date:Public Works Projects (Continued) Contractor or Subcontractor Business Name:

WEEKLY PAYROLL

PERSON/WORKER, APPR MALE/ WORK DAY AND DATE Total ST BASE HOURLY TYPE OF GROSS PAY TOTAL DEDUCTIONS GROSS PAY FORADDRESS and SECTION RATE FEMALE CLASSIFICATION S M T W TH F S Hours RATE FRINGE FOR ALL WORK FEDERAL STATE THIS PREVAILING CHECK # AND

% AND BENEFITS PERFORMED RATE JOB NET PAYRACE* Trade License Type TOTAL FRINGE Per Hour THIS WEEK

& Number - OSHA Total BENEFIT PLAN 1 through 6 FICA WITH- WITH- OTHER10 Certification Number HOURS WORKED EACH DAY O/T Hours CASH (see back) HOLDING HOLDING

1. $ $ 2. $Base Rate 3. $

4. $ $ 5. $Cash Fringe 6. $

1. $ $ 2. $Base Rate 3. $

4. $ $ 5. $Cash Fringe 6. $

1. $ $ 2. $Base Rate 3. $

4. $ $ 5. $Cash Fringe 6. $

1. $ $ 2. $Base Rate 3. $

4. $ $ 5. $Cash Fringe 6. $

1. $ $ 2. $Base Rate 3. $

4. $ $ 5. $Cash Fringe 6. $

*IF REQUIRED7/13/2009WWS-CP2 NOTICE: THIS PAGE MUST BE ACCOMPANIED BY A COVER PAGE (FORM # WWS-CP1) PAGE NUMBER OF

Information Bulletin Occupational Classifications

The Connecticut Department of Labor has the responsibility to properly determine "job

classification" on prevailing wage projects covered under C.G.S. Section 31-53.

Note: This information is intended to provide a sample of some occupational classifications for guidance purposes only. It is not an all-inclusive list of each occupation's duties. This list is being provided only to highlight some areas where a contractor may be unclear regarding the proper classification. Below are additional clarifications of specific job duties performed for certain

classifications:

ASBESTOS WORKERS

Applies all insulating materials, protective coverings, coatings and finishes to all

types of mechanical systems.

ASBESTOS INSULATOR

Handle, install apply, fabricate, distribute, prepare, alter, repair, dismantle, heat and

frost insulation, including penetration and fire stopping work on all penetration fire

stop systems.

BOILERMAKERS

Erects hydro plants, incomplete vessels, steel stacks, storage tanks for water, fuel,

etc. Builds incomplete boilers, repairs heat exchanges and steam generators.

BRICKLAYERS, CEMENT MASONS, CEMENT FINISHERS, MARBLE MASONS, PLASTERERS, STONE MASONS, PLASTERERS. STONE MASONS, TERRAZZO WORKERS, TILE SETTERS

Lays building materials such as brick, structural tile and concrete cinder, glass, gypsum, terra cotta block. Cuts, tools and sets marble, sets stone, finishes concrete, applies decorative steel, aluminum and plastic tile, applies cements, sand, pigment and marble chips to floors, stairways, etc.

CARPENTERS, MILLWRIGHTS. PILEDRIVERMEN. LATHERS. RESILEINT FLOOR LAYERS, DOCK BUILDERS, DIKERS, DIVER TENDERS Constructs, erects, installs and repairs structures and fixtures of wood, plywood and wallboard. Installs, assembles, dismantles, moves industrial machinery. Drives piling into ground to provide foundations for structures such as buildings and bridges, retaining walls for earth embankments, such as cofferdams. Fastens wooden, metal or rockboard lath to walls, ceilings and partitions of buildings, acoustical tile layer, concrete form builder. Applies firestopping materials on fire resistive joint systems only. Installation of curtain/window walls only where attached to wood or metal studs. Installation of insulated material of all types whether blown, nailed or attached in other ways to walls, ceilings and floors of buildings. Assembly and installation of modular furniture/furniture systems. Free-standing furniture is not covered. This includes free standing: student chairs, study top desks, book box desks, computer furniture, dictionary stand, atlas stand, wood shelving, two-position information access station, file cabinets, storage cabinets, tables, etc.

CLEANING LABORER

The clean up of any construction debris and the general cleaning, including sweeping, wash down, mopping, wiping of the construction facility, washing, polishing, dusting, etc., prior to the issuance of a certificate of occupancy falls under the Labor classification.

DELIVERY PERSONNEL

If delivery of supplies/building materials is to one common point and stockpiled there, prevailing wages are not required. If the delivery personnel are involved in the distribution of the material to multiple locations within the construction site then they would have to be paid prevailing wages for the type of work performed: laborer, equipment operator, electrician, ironworker, plumber, etc. An example of this would be where delivery of drywall is made to a building and the delivery personnel distribute the drywall from one "stockpile" location to further sub‐locations on each floor. Distribution of material around a construction site is the job of a laborer/tradesman and not a delivery personnel.

ELECTRICIANS

Install, erect, maintenance, alteration or repair of any wire, cable, conduit, etc.,

which generates, transforms, transmits or uses electrical energy for light, heat,

power or other purposes, including the Installation or maintenance of

telecommunication, LAN wiring or computer equipment, and low voltage wiring.

*License required per Connecticut General Statutes: E-1,2 L-5,6 C-5,6 T-1,2 L-

1,2 V-1,2,7,8,9.

ELEVATOR CONSTRUCTORS

Install, erect, maintenance and repair of all types of elevators, escalators, dumb

waiters and moving walks. *License required by Connecticut General Statutes:

R-1,2,5,6.

FORK LIFT OPERATOR

Laborers Group 4) Mason Tenders - operates forklift solely to assist a mason to a maximum height of nine (9) feet only. Power Equipment Operator Group 9 ‐ operates forklift to assist any trade, and to

assist a mason to a height over nine (9) feet.

GLAZIERS

Glazing wood and metal sash, doors, partitions, and 2 story aluminum storefronts.

Installs glass windows, skylights, store fronts and display cases or surfaces such as

building fronts, interior walls, ceilings and table tops and metal store fronts.

Installation of aluminum window walls and curtain walls is the "joint" work of

glaziers and ironworkers which requires either a blended rate or equal composite

workforce.

IRONWORKERS

Erection, installation and placement of structural steel, precast concrete,

miscellaneous iron, ornamental iron, metal curtain wall, rigging and reinforcing

steel. Handling, sorting, and installation of reinforcing steel (rebar). Metal bridge rail

(traffic), metal bridge handrail, and decorative security fence installation.

Installation of aluminum window walls and curtain walls is the "joint" work of

glaziers and ironworkers which requires either a blended rate or equal composite

workforce. Insulated metal and insulated composite panels are still installed by the

Ironworker.

INSULATOR

Installing fire stopping systems/materials for "Penetration Firestop Systems": transit to cables, electrical conduits, insulated pipes, sprinkler pipe penetrations, ductwork behind radiation, electrical cable trays, fire rated pipe penetrations, natural polypropylene, HVAC ducts, plumbing bare metal, telephone and communication wires, and boiler room ceilings. Past practice using the applicable licensed trades, Plumber, Sheet Metal, Sprinkler Fitter, and Electrician, is not inconsistent with the Insulator classification and would be permitted.

LABORERS

Acetylene burners, asphalt rakers, chain saw operators, concrete and power buggy operator, concrete saw operator, fence and guard rail erector (except metal bridge rail (traffic), metal bridge handrail, and decorative security fence installation.), hand operated concrete vibrator operator, mason tenders, pipelayers (installation of storm drainage or sewage lines on the street only), pneumatic drill operator, pneumatic gas and electric drill operator, powermen and wagon drill operator, air track operator, block paver, curb setters, blasters, concrete spreaders.

PAINTERS

Maintenance, preparation, cleaning, blasting (water and sand, etc.), painting or application of any protective coatings of every description on all bridges and appurtenances of highways, roadways, and railroads. Painting, decorating, hardwood finishing, paper hanging, sign writing, scenic art work and drywall hhg for any and all types of building and residential work.

LEAD PAINT REMOVAL

Painter’s Rate

1. Removal of lead paint from bridges. 2. Removal of lead paint as preparation of any surface to be repainted. 3. Where removal is on a Demolition project prior to reconstruction.

Laborer’s Rate

1. Removal of lead paint from any surface NOT to be repainted. 2. Where removal is on a TOTAL Demolition project only.

PLUMBERS AND PIPEFITTERS

Installation, repair, replacement, alteration or maintenance of all plumbing, heating, cooling and piping. *License required per Connecticut General Statutes: P-1,2,6,7,8,9 J-1,2,3,4 SP-1,2 S-1,2,3,4,5,6,7,8 B-1,2,3,4 D-1,2,3,4.

POWER EQUIPMENT OPERATORS

Operates several types of power construction equipment such as compressors,

pumps, hoists, derricks, cranes, shovels, tractors, scrapers or motor graders, etc.

Repairs and maintains equipment. *License required, crane operators only, per

Connecticut General Statutes.

ROOFERS

Covers roofs with composition shingles or sheets, wood shingles, slate or asphalt

and gravel to waterproof roofs, including preparation of surface. (tear-off and/or

removal of any type of roofing and/or clean-up of any and all areas where a roof is

to be relaid)

SHEETMETAL WORKERS

Fabricate, assembles, installs and repairs sheetmetal products and equipment in

such areas as ventilation, air-conditioning, warm air heating, restaurant equipment,

architectural sheet metal work, sheetmetal roofing, and aluminum gutters.

Fabrication, handling, assembling, erecting, altering, repairing, etc. of coated metal

material panels and composite metal material panels when used on building

exteriors and interiors as soffits, facia, louvers, partitions, wall panel siding,

canopies, cornice, column covers, awnings, beam covers, cladding, sun shades,

lighting troughs, spires, ornamental roofing, metal ceilings, mansards, copings,

ornamental and ventilation hoods, vertical and horizontal siding panels, trim, etc.

The sheet metal classification also applies to the vast variety of coated metal

material panels and composite metal material panels that have evolved over the

years as an alternative to conventional ferrous and non-ferrous metals like steel,

iron, tin, copper, brass, bronze, aluminum, etc. Insulated metal and insulated

composite panels are still installed by the Iron Worker. Fabrication, handling,

assembling, erecting, altering, repairing, etc. of architectural metal roof, standing

seam roof, composite metal roof, metal and composite bathroom/toilet partitions,

aluminum gutters, metal and composite lockers and shelving, kitchen equipment,

and walk‐in coolers.

SPRINKLER FITTERS

Installation, alteration, maintenance and repair of fire protection sprinkler systems.

*License required per Connecticut General Statutes: F-1,2,3,4.

TILE MARBLE AND TERRAZZO FINISHERS

Assists and tends the tile setter, marble mason and terrazzo worker in the performance of their duties.

TRUCK DRIVERS

Definitions:

1) “Site of the work” (29 Code of Federal Regulations (CFR) 5.2(l)(b) is the physical place or

places where the building or work called for in the contract will remain and any other site

where a significant portion of the building or work is constructed, provided that such site is

established specifically for the performance of the contact or project;

(a) Except as provided in paragraph (l) (3) of this section, job headquarters, tool yards,

batch plants, borrow pits, etc. are part of the “site of the work”; provided they are dedicated

exclusively, or nearly so, to the performance of the contract or project, and provided they

are adjacent to “the site of work” as defined in paragraph (e)(1) of this section;

(b) Not included in the “site of the work” are permanent home offices, branch plant

establishments, fabrication plants, tool yards etc, of a contractor or subcontractor whose

location and continuance in operation are determined wholly without regard to a

particular State or political subdivision contract or uncertain and indefinite periods of time

involved of a few seconds or minutes duration and where the failure to count such time is

due to consideration justified by industrial realities (29 CFR 785.47)

2) “Engaged to wait” is waiting time that belongs to and is controlled by the employer

which is an integral part of the job and is therefore compensable as hours worked. (29 CFR

785.15)

3) “Waiting to be engaged” is waiting time that an employee can use effectively for their

own purpose and is not compensable as hours worked. (29 CFR 785.16)

4) “De Minimus” is a rule that recognizes that unsubstantial or insignificant periods of time

which cannot as a practical administrative matter be precisely recorded for payroll

purposes, may be disregarded. This rule applies only where there are uncertain and

indefinite periods of time involved of a short duration and where the failure to count such

time is due to consideration justified by worksite realities. For example, with respect to

truck drivers on prevailing wage sites, this is typically less than 15 minutes at a time.

Coverage of Truck Drivers on State or Political subdivision Prevailing Wage Projects

Truck drivers are covered for payroll purposes under the following conditions:

Truck Drivers for time spent working on the site of the work.

Truck Drivers for time spent loading and/or unloading materials and supplies on the site of the work, if such time is not de minimus

Truck drivers transporting materials or supplies between a facility that is deemed part of the site of the work and the actual construction site.

Truck drivers transporting portions of the building or work between a site established specifically for the performance of the contract or project where a significant portion of such building or work is constructed and the physical places where the building or work outlined in the contract will remain.

For example: Truck drivers delivering asphalt are covered under prevailing wage while”

engaged to wait” on the site and when directly involved in the paving operation, provided the

total time is not “de minimus”

Truck Drivers are not covered in the following instances:

Material delivery truck drivers while off “the site of the work”

Truck Drivers traveling between a prevailing wage job and a commercial supply facility while they are off the “site of the work”

Truck drivers whose time spent on the “site of the work” is de minimus, such as under 15 minutes at a time, merely to drop off materials or supplies, including asphalt.

These guidelines are similar to U.S. Labor Department policies. The application of these

guidelines may be subject to review based on factual considerations on a case by case basis.

For example:

Material men and deliverymen are not covered under prevailing wage as long as they are not directly involved in the construction process. If, they unload the material, they would then be covered by prevailing wage for the classification they are performing work in: laborer, equipment operator, etc.

Hauling material off site is not covered provided they are not dumping it at a location outlined above.

Driving a truck on site and moving equipment or materials on site would be considered covered work, as this is part of the construction process.

Any questions regarding the proper classification should be directed to: Public Contract Compliance Unit

Wage and Workplace Standards Division Connecticut Department of Labor

200 Folly Brook Blvd, Wethersfield, CT 06109 (860) 263-6543

Connecticut Department of Labor Wage and Workplace Standards Division

FOOTNOTES

Please Note: If the “Benefits” listed on the schedule for the following occupations includes a letter(s) (+ a or + a+b for instance), refer to the information below.

Benefits to be paid at the appropriate prevailing wage rate for the listed occupation. If the “Benefits” section for the occupation lists only a dollar amount, disregard the information below.

Bricklayers, Cement Masons, Cement Finishers, Concrete Finishers, Stone Masons (Building Construction) and

(Residential- Hartford, Middlesex, New Haven, New London and Tolland Counties)

a. Paid Holiday: Employees shall receive 4 hours for Christmas Eve holiday provided the employee works the regularly scheduled day before and after the holiday. Employers may schedule work on Christmas Eve and employees shall receive pay for actual hours worked in addition to holiday pay.

Elevator Constructors: Mechanics

a. Paid Holidays: New Year’s Day, Memorial Day, Independence Day, Labor Day,

Veterans’ Day, Thanksgiving Day, Christmas Day, plus the Friday after Thanksgiving.

b. Vacation: Employer contributes 8% of basic hourly rate for 5 years or more

of service or 6% of basic hourly rate for 6 months to 5 years of service as vacation pay credit.

Glaziers

a. Paid Holidays: Labor Day and Christmas Day.

Power Equipment Operators (Heavy and Highway Construction & Building Construction)

a. Paid Holidays: New Year’s Day, Good Friday, Memorial day, Independence Day,

Labor Day, Thanksgiving Day and Christmas Day, provided the employee works 3 days during the week in which the holiday falls, if scheduled, and if scheduled, the working day before and the working day after the holiday. Holidays falling on Saturday may be observed on Saturday, or if the employer so elects, on the preceding Friday.

Connecticut Department of Labor Wage and Workplace Standards Division

FOOTNOTES

Ironworkers a. Paid Holiday: Labor Day provided employee has been on the payroll for the 5

consecutive work days prior to Labor Day.

Laborers (Tunnel Construction) a. Paid Holidays: New Year’s Day, Memorial Day, Independence Day, Labor Day,

Thanksgiving Day and Christmas Day. No employee shall be eligible for holiday pay when he fails, without cause, to work the regular work day preceding the holiday or the regular work day following the holiday.

Roofers

a. Paid Holidays: July 4th, Labor Day, and Christmas Day provided the employee is employed 15 days prior to the holiday.

Sprinkler Fitters

a. Paid Holidays: Memorial Day, July 4th, Labor Day, Thanksgiving Day and Christmas Day, provided the employee has been in the employment of a contractor 20 working days prior to any such paid holiday.

Truck Drivers

(Heavy and Highway Construction & Building Construction)

a. Paid Holidays: New Year’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Christmas day, and Good Friday, provided the employee has at least 31 calendar days of service and works the last scheduled day before and the first scheduled day after the holiday, unless excused.

8/6/2019

NON-COLLUSION AFFIDAVIT Steam Heating System Alterations: Wooster Middle School

1

NON-COLLUSION AFFIDAVIT

State of ___________________________: County of _________________________:s.s. I state that I am the_______________________ of ____________________________ (TITLE) (NAME OF MY FIRM) and that I am authorized to make this affidavit on behalf of my firm, and its owners, directors, and officers. I am the person responsible in my firm for the price(s) and the amount of this bid. I state that: (1) The price(s) and amount of this bid have been arrived at independently and without consultation

communication or agreement with any other contractor, bidder/proposer or potential bidder/proposer.

(2) Neither the price(s) nor the amount of this bid/rfp, and neither the approximate price(s) nor

approximate amount of this bid/rfp, have been disclosed to any other firm or person who is a bidder/proposer or potential bidder/proposer, and they will not be disclosed before bid/rfp opening.

(3) No attempt has been made or will be made to induce any firm or person to refrain from

bidding/proposing on this contract, or to submit a bid/proposal higher than this bid/rfp, or to submit any intentionally high or noncompetitive bid/rfp or other form of complementary bid/rfp.

(4) I fully understand that more than one offer from an individual, firm partnership; corporation or

association under the same or different name will be rejected. Reasonable grounds for believing that a bidder/proposer is interested in more than one bid/rfp for the work contemplated may cause rejection of all bids/rfps in which the bidder/proposer is interested. Any or all bidders/proposers will be rejected if there is any reason for believing that collusion exists among the bidders/proposers. Participants in such collusion may not be considered in the future offers for the same work. Each bidder/proposer by submitting a bid/proposal certifies that it is not a part to any collusive action.

(5) The bid/rfp of my firm is made in good faith and not pursuant to any agreement or discussion

with, or inducement from, any firm or person to submit a complementary or other noncompetitive bid/proposal.

(6) ______________________________________its affiliates, subsidiaries, officers, (NAME OF MY FIRM)

directors and employees are not currently under investigation by any governmental agency and have not in the last four years been convicted or found liable for any act prohibited by State or Federal law in any jurisdiction, involving conspiracy or collusion with respect to bidding/proposing on any public contract, except as follows:

I state that __________________________ understands and acknowledges that (NAME OF MY FIRM)

the above representations are material and important, and will be relied on by the Town of

8/6/2019


2

Stratford in awarding the bid/proposal for which this is submitted. I understand and my firm understands that any misstatement in this affidavit is and shall be treated as fraudulent concealment from the Town of Stratford of the true facts relating to the submission of bids/proposals for this contract.

(7) I agree to furnish and deliver all services on the date and time agreed on by ______________________________ and the Town of Stratford once the (NAME OF MY FIRM)

Contract is signed. Furthermore, there will not be any cancellations to the Town of Stratford. If a bidder/proposer submits a bid/proposal on any services he/she will be responsible for delivering that service at the bid/proposal cost, in accordance with the attached above specifications, which were submitted with this bid/proposal and upon which the bid/proposal was made.

(8) In submitting this bid/proposal, the undersigned declares that this is made without any

connection with any persons making another bid/proposal on the same contract; that the bid/proposal is in all respects fair and without collusion, fraud or mental reservation; and that no official of the Town, or any person in the employ of the Town, is directly or indirectly interested in said bid/proposal or in the supplies or work to which it relates, or in any portion of the profits thereof.

(9) The undersigned further understands that the above declarations are material representations

to the Town of Stratford made as a condition to the acceptance of the bid/proposal. If found to be false, the Town of Stratford retains the right to reject said bid/proposal and rescind any resultant contract and/or purchase order and notify the undersigned accordingly, thereby declaring as void said bid/proposal and contract or purchase order.

CONTINUTED >>>

8/6/2019


3

VENDOR INFORMATION. (Please print the following) VENDOR NAME ADDRESS TELEPHONE FAX # E-MAIL WEB SITE AUTHORIZED SIGNATURE TITLE

(12) By signing this bid/proposal the bidder/proposer understands and agrees to the attached

terms, conditions, and specifications, including Collusion among Bidders/Proposers Employment Discrimination by the Contractor Prohibited.

_________________________________ SIGNATURE

SWORN AND SUBSCRIBED TO BEFORE ME, A NOTARY PUBLIC, IN AND FOR THE COUNTY OF ______________________________ AND THE STATE OF ______________________________THIS _______________________ DAY OF _______________________, 2014

______________________________ MY COMMISSION EXPIRES_________ NOTARY PUBLIC

Brian

Typewritten Text


8/6/2019

Steam Heating System Alterations: Wooster Middle School

SUPPLEMENTARY CONDITIONS

SUPPLEMENTARY CONDITIONS

The following supplements modify, change, delete from or add to the General Conditions of the Contract for Construction, A.I.A. Document A201, 2007 (thereafter referred to as “The General Conditions). Where any Article of the General Conditions is modified or any paragraph, subparagraph or clause thereof is modified or deleted by these supplements, the unaltered provisions of that article, paragraph, subparagraph or clause shall remain in effect.

Numerical designations herein have the same, or are a sequential developmental of the same designations as the General Conditions.

ARTICLE 1 – GENERAL PROVISIONS

Add the following Subparagraph 1.1.1.1:

1. Where discrepancies or conflicts occur: (a) Addenda shall take precedence over Drawings or Specifications. (b) Specifications shall take precedence over Drawings. (c) Stated dimensions shall take precedence over dimensions obtained by scaling. (d) Large-scale detail drawings shall take precedence over small-scale drawings.

ARTICLE 3 - CONTRACTOR Add the following Subparagraphs to 3.3:

3.3.4 The Contractor shall verify all measurements at the Project and shall be responsible for their accuracy. No increase in the Contract Sum will be allowed for additional work required due to differences between field dimensions and Drawing Documents or stated approximate quantities.

3.3.5 The Contractor shall consult with representatives of all Subcontractors to avoid interference. The Contractor shall rearrange any work which may cause interference with work of other trade, without increase in contract Sum.

Add the following Subparagraphs to 3.9:

3.9.2 Once assigned, the Project Superintendent may not be changed without the approval of the Owner and Architect.

3.9.3 Project Superintendent must attend all Project meetings.

8/6/2019


Add the following Subparagraph to 3.18: 3.18.3 Unless otherwise stated in the Agreement, each respective Contractor shall, before commencing work, secure and pay for such insurance as may be required to comply with the indemnification and hold harmless provisions outlined under Articles 3.18.1 and 3.18.2.

Such insurance shall be with such companies as may be satisfactory to the Owner. Insurance shall be so written as to prevent cancellation without at least thirty (30) days written notice to the Owner, Architect and Contractor.

ARTICLE 7 – CHANGES IN THE WORK

Add the following Subparagraph to 7.3.6:

7.3.6.1 The allowance for the overhead and profit combined, included in the total cost to the Owner shall be based on the following:

1. For the Contractor, for any work performed by the Contractor’s own

forces 15 percent of this total direct cost. 2. For work performed by a Subcontractor, 5 percent (5%) of the amount of the

Subcontractor’s total direct costs (not including Subcontractor’s overhead and profit).

ARTICLE 9 – PAYMENTS AND COMPLETION Add

the following sentence to 9.3.1:

The form of application for payment shall be AIA Document G702, “Application and Certification for Payment,” supported by AIA Document G703, “Continuation Sheet.” Two (2) copies of the Application for Payment shall be submitted and sworn before a Notary Public.

Add the following clause to 9.3.1:

Payments to the Contractor shall include five percent (5%) retainage and shall be as follows:

1. Monthly progress payments bringing total payments to ninety-five percent

(95%) of the contract amount upon final acceptance by the Owner and Architect.

2. Payment of five percent (5%) retainage no later than forty five (45) days

after final payment and upon receipt of warranties, operational and maintenance manual and record drawings.

Add the following to Subparagraph to 9.3.3:

The Contractor further agrees that the submission of any Application for Payment shall, upon receipt of such payment and to the fullest extent permitted by law, be conclusively deemed to waive all liens with respect to said work, materials and labor to which the Contractor then may be entitled; provided, however, that in no event shall such waiver of lien rights waive right to payment for said work, materials and labor.

8/6/2019


ARTICLE 11 – INSURANCE AND BONDS

Add the following clause to 11.1:

11.1.1.9 Liability Insurance shall include all major divisions of coverage and be on a comprehensive basis including:

1. 2. Premises Operation (including X, C and U coverage as applicable). 3. Independent Contractor’s Protective. 4. Products and Completed Operations. 5. Personal Injury Liability with Employment Exclusion deleted. 6. Contractual, including specified provision for Contractors. 7. Owned, Non-owned and Hired Motor Vehicles. 8. Broad Form Property Damage including Completed Operations.

11.1.2.1 If the General Liability coverage is provided by a Commercial General Liability Policy on a “claims-made” basis, the policy date shall predate the Contract termination date of the policy or applicable extended reporting period shall be no earlier than the termination date of coverage required to be maintained after final payment certified in accordance with Subparagraph 9.10.2.

11.1.2.1 Refer to Town of Stratford – Insurance Requirements document contained in Project Manual for coverage requirements.

1. Workers’ Compensation

(a) State: Statutory (b) Applicable Federal: Statutory (c) Each accident by bodily injury; $100,000 (d) Each accident by disease; $100,000 (e) Employer’s Liability: $500,000.00

2. Refer to Town of Stratford – Insurance Requirements document contained in

Project Manual for coverage requirements.

(a) Bodily Injury:

$1,000,000.00 Each Occurrence $2,000,000.00 Annual Aggregate

(b) Property Damage:


(c) Other Insurance: Owned, Non-owned and Hired Motor Vehicles:

$1,000,000.00 Single Limit

(d) Additionally named insured:

8/6/2019



Snyder Architects, LLC Trumbull, CT 06611

Including employees, consultants and agents of the above parties.

3. Contractual Liability

(a) Bodily Injury:




4. Personal Injury, with Employment Exclusion deleted:

$1,000,000.00 Each Person $2,000,000.00 Annual Aggregate

5. Comprehensive Automobile Liability:

(a) Bodily Injury:

$1,000,000.00 Each Person $2,000,000.00 Annual Aggregate


$1,000,000.00 Each Occurrence

6. Excess Umbrella Liability:

$2,000,000.00 Annual Aggregate

7. The Contractor shall provide adequate Fire and Extended Coverage insurance to

cover equipment, tools, etc., owned or rented by him, his Subcontractors, the capital value of which is not included in the work, and those materials stored on the site for which payment by the Owner has not been approved. Such coverage shall include an endorsement to the effect that the Underwriter waives their rights of subrogation against the Owner.

8. The Contractor agrees to secure and protect himself, and shall secure and

indemnify the Owner and his representatives or employees from any claim of liability, expense, cause of action, loss or damage whatsoever for any injury,

8/6/2019


including death, to any person or property in the performance of this Contract; it being the intent of this Agreement to protect and indemnify the Owner from any and all loss arising out of or in connection with, the work performed under this Contract.

11.1.4 Contractor’s liability insurance must be maintained until final Certificate of Payment is issued pursuant to paragraph 9.10.2 and completed Operators Insurance is in effect

11.1.5 Certificates of Insurance must be submitted on AIA Document G715 Certificate of Insurance or such other form as acceptable to the owner and Architect.

ARTICLE 13 – MISCELLANEOUS PROVISIONS

Add the following to Paragraph 13.1.1:

13.1.1.2 The Contractor and his Subcontractors shall abide by Sections 46a-51, 46a, 60,61 and 62 of the Connecticut General Statutes “Discriminatory Practices.”

13.1.1.3 The Contractor and all Subcontractors shall comply with all applicable requirements of paragraph 814c “Human Rights and Opportunities” of the Connecticut General Statutes.

ADD THE FOLLOWING ARTICLE 15.

ARTICLE 15 – CERTIFIED GUARANTEE AND WARRANTY TO OWNER

15.1 The Contractor shall provide a project Guarantee/Warranty on his letterhead in the general format shown on the following page.

(CONTRACTOR’S LETTERHEAD) NAME AND ADDRESS OF OWNER Date:

Gentlemen:

Re: (Name of Project)

8/6/2019


The undersigned guarantees the Owner that he will be responsible for faulty materials, equipment and workmanship and that he will remedy all defects due thereto and pay for all damages to other work resulting therefrom which shall appear within a period of two (2) years from the date at which Substantial Completion of the work is certified by the Architect.

During this period, upon written notice, the undersigned will proceed with due diligence at the undersigned’s expense to replace properly all defective materials and equipment and perform all labor necessary to correct all defects in the work.

In case the undersigned fails upon reasonable notice to remedy such defects, the owner may, in addition to and without limitation of any other rights or remedies the Owner may have, furnish such materials or labor as are necessary to do so, and the undersigned agrees to reimburse the Owner fully and promptly upon demand.

Guarantees from Contractor shall be supported by individual guarantees from each trade or subcontractor and manufacturer or supplier covering work performed and material and equipment.

All materials, fixtures, appliances, equipment and other items requiring excessive servicing during the guarantee period, in the opinion of the Architect, will be considered defective, and shall be made good, replaced and/or corrected, to the satisfaction of the Architect and Owner, under the terms of this paragraph.

The furnishing of the above guarantee, and all other special guarantees required by the Contract Documents, shall be a condition precedent to payment of retainage.

(Signature of Contractor)

(Notarized)

END OF SUPPLEMENTARY CONDITIONS

8/6/2019


INSURANCE PROCEDURE PLEASE NOTE: THIS PAGE MUST BE RETURNED WITH YOUR BID/PROPOSAL. FAILURE TO DO SO MAY RESULT IN YOUR BID/PROPOSAL BEING REJECTED. Please take the insurance requirements of the Contract to your agent/broker immediately upon receipt of the bid documents to determine your existing coverage and any costs for new or additional coverage required for the work noted in this Request for Bid/Proposal. Any bids/proposals with deficient insurance requirements will be rejected. STATEMENT OF VENDOR: I have read the insurance requirements for this work and have taken the documentation to my insurance agent/broker. The bid/proposal cost reflects any additional costs relating to insurance requirements for this work. _____________________________________ _______________________ Signature Date Contractor

2

(SAMPLE ENDORSEMENT LETTER)

AGENT/BROKER (LETTERHEAD)

(Date) Mr. Phillip Ryan Purchasing Agent Purchasing Department Town of Stratford 2725 Main Street Stratford, CT 06615 Re: Town of Stratford Contract #________ (Name of Contract) Dear Mr. Ryan: The undersigned hereby certifies as follows:

(1) I am a duly licensed insurance agent under the laws of the State of [insert State] and an authorized representative of all companies affording coverage under the Acord form submitted herewith;

(2) The Town of Stratford has been endorsed as an additional insured under the general liability policy

no. [insert policy number], issued by [insert company affording coverage] to [name of insured];

(3) The general liability policy referenced in paragraph (2) above meets or exceeds the coverage in Commercial General Liability ISO form CG 00 01 10 01, including contractual liability;

(4) The policies listed in the Acord form submitted to the Town of Stratford in connection with the

above-referenced contract have been issued to the insured in the amounts stated and for the periods indicated in the Acord form; and

(5) The Town of Stratford shall be given thirty (30) days prior written notice of cancellation, lapse or

restrictive amendment (except ten days notice of nonpayment) of the policies listed in the Acord form.

Sincerely, Authorized Representative for all companies listed in the Acord form

3

ACORD CERTIFICATE OF LIABILITY INSURANCE PRODUCER

THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.

INSUREERS AFFORDING COVERAGE

INSURED CONTRACT

INSURER A:

INSURER B:

INSURER C:

INSURER D:

INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OF CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR

TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE(MM/DD/YY)

POLICY EXPIRATION DATE(MM/DD/YY) LIMITS

GENERAL LIABILITY EACH OCCURENCE COMMERCIAL GENERAL

FIRE DAMAGE (Any one fire)

¨ CLAIMS MADE T OCCUR MED EXP (Any one person) ¨______________________________

PERSONAL & ADV INJURY

¨______________________________

GENERAL AGGRREGATE GENERAL AGGREGATE LIMIT

PRODUCTS-COMP/OP AGG

¨ POLICY ¨PROJECT ¨ LOC

AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ¨ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY ¨ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per accident) ¨____________________________ PROPERTY DAMAGE ¨ (Per accident)

GARAGE LIABILITY AUTO ONLY-EA ACCIDENT ¨ ANY AUTO OTHER THAN EA ACC ¨ AUTO ONLY: AGG

EXCESS LIABILITY EACH OCCURRENCE ¨ OCCUR ¨ CLAIMS MADE AGGREGATE ¨ DEDUCTIBLE ¨ RETENTION $

WORKERS COMPENSATION AND EMPLOYERS’ LIABILITY

WC STATUORY

LIMITS

OTHER

E.L. EACH ACCIDENT E.L. DISEASE-EA EMPLOYEE

E.L. DISEASE – POLICY LIMIT Professional Liability DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Contract #_____________ CERTIFICATE HOLDER X ADDITIONAL INSURED; INSURER LETTER: __ CANCELLATION

Certificate Holder: Town of Stratford 2725 Main Street Stratford, CT 06615 & The State of Connecticut

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OF REPRESENTATIONS

AUTHORIZED REPRESETNATIVE

4

A. M. BEST KEY RATING GUIDE FORM

The ________________________________________ is licensed in The State of Connecticut as per listing in the 2008 edition of the A.M. Best Key Rating Guide for Property and Casualty, page Number _____________. Their rating is ______________.

8/6/2019

Milestone Schedule Steam Heating System Alterations: Wooster Middle School 01009-1

SECTION 01009

MILESTONE SCHEDULE

PART 1 – GENERAL 1.01 MASTER SCHEDULE

The following milestone schedule serves as a basis for bidding. A Master Schedule shall be developed at a general meeting of the successful bidder within fourteen (14) days of Letter of Intent to Award the Contracts. This Master Schedule will incorporate the milestones listed below.

1.02 Milestone Dates:

A. Issue for Bid: August 6, 2019

B. Bid Opening: August 27, 2019

C. Award Project – on or about: September 13, 2019 D. Submittals & Shop Drawings: September 27, 2019

E. Start Construction: October 14, 2019

F. Substantial Completion: November 8, 2019

G. Final Close-out of Contract: December 6, 2019

· Final Milestone Schedule to be coordinated and approved by the Town of

Stratford and Stratford Public Schools · Final close out of all contracts shall be by or prior to the date established

above. All work including, but not limited to punch lists, project closeout, testing, balancing, owners operation, warranties, etc. shall be complete.

END OF MILESTONE SCHEDULE

8/6/2019

Steam Heating System Alterations: Wooster Middle School SUMMARY

SECTION 011000

SUMMARY

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including the Agreement and other Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes the following:

1. Work covered by the Contract Documents. 2. Type of the Contract. 3. Use of premises. 4. Owner's occupancy requirements. 5. Work restrictions. 6. Specification formats and conventions.

1.3 WORK COVERED BY CONTRACT DOCUMENTS Project Identification:

Steam Heating System Alterations: Wooster Middle School 150 Lincoln St. Stratford, CT 06611

A. Owner: The Town of Stratford

1. Owner's Representative: Maurice McCarthy, Director of Public Works, (203) 385-4083

B. Architect: Brian Snyder, Snyder Architects – (203) 203-243-3346

C. The Work consists of the following:

1. The Work includes but not limited to: a. Remove existing steam boiler feed unit, pumps, controls, chemical

treatment feeder unit and associated piping. b. Provide new boiler feed unit including tank, pumps, control panel, ,

chemical filter feeder unit and associated piping, etc …

8/6/2019


c. Alternate #1: Remove existing abandoned steam boiler and all associated piping, breeching, controls, and concrete pad, etc …

d. Contractor responsible for all associated work to remove existing equipment and getting new equipment into boiler room and restoring all to existing as-found condition.

1.4 TYPE OF CONTRACT

A. Project will be constructed under a single prime contract. Contractor to be referred to as “General Work Contractor” or “GC” or “Contractor”.

1.5 USE OF PREMISES

A. General: Contractor shall have limited use of premises for construction operations as required to perform work per Contract Documents. Contractor will coordinate access to project site with owner representative.

1.6 WORK RESTRICTIONS

A. On-Site Work Hours shall be coordinated with the Town of Stratford Department of Public Works and Stratford Public Schools.

1.7 SPECIFICATION FORMATS AND CONVENTIONS

A. Specification Format: The Specifications are organized into Divisions and Sections using the 16-division format and CSI/CSC's "MasterFormat" numbering system.

1. Section Identification: The Specifications use Section numbers and titles to help cross-referencing in the Contract Documents. Sections in the Project Manual are in numeric sequence; however, the sequence is incomplete because all available Section numbers are not used. Consult the table of contents at the beginning of the Project Manual to determine numbers and names of Sections in the Contract Documents.

2. Division 1: Sections in Division 1 govern the execution of the Work of all Sections in the Specifications.

B. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:

1. Abbreviated Language: Language used in the Specifications and other Contract Documents is abbreviated. Words and meanings shall be

8/6/2019


interpreted as appropriate. Words implied, but not stated, shall be inferred as the sense requires. Singular words shall be interpreted as plural, and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates.

2. Imperative mood and streamlined language are generally used in the Specifications. Requirements expressed in the imperative mood are to be performed by Contractor. Occasionally, the indicative or subjunctive mood may be used in the Section Text for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted.

a. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

PART 2 - PRODUCTS

• Contractor agrees to order long lead materials, submit submittals and shop drawings within 5 days of being awarded contract. “Or-equal” long lead materials will be considered during the bidding period (use attached substitution form).

PART 3 - EXECUTION (Not Used)

END OF SECTION 01100

8/6/2019

REGULATORY REQUIREMENTS 01250-1 Steam Heating System Alterations: Wooster Middle School

SECTION 01250 REGULATORY REQUIREMENTS PART 1.00 - GENERAL 1.01 RELATED DOCUMENTS

A. The General Contract Provisions and the General Requirements of Division 1 apply to the work of this Section.

1.02 LAWS, CODES, ORDINANCES, PERMITS, FEES, ETC.

A. All necessary permits from the municipal or other public authorities shall be secured by the Contractor who shall give all notices required by Law, Municipal Ordinances, or the Rules and Regulations of the various Municipal Bureaus or Departments, and also as a part of the Contract, shall comply with all Federal and State laws and all Municipal Ordinances or Regulations that may be applicable to this work which shall be issued (in compliance with Ordinances or Regulations existing at the time of Notice to Proceed) by any or all of said Departments as applying to the work of the Contract.

B. Wherever in these Specifications the name of an Official, Bureau or

Department is mentioned, it is intended to mean that Official, Bureau, or Department having jurisdiction.

C. The Contractor shall deliver to the Owner all permits or certificates of

approval and inspections issued by all Agencies having jurisdiction in connection with this work, before the certificate for final payment is issued.

D. Laws, Codes, Provisions - Comply with:

1. Connecticut Building Code

2. NFPA 101

3. OSHA 4. See other codes and ordinances referenced therein.

5. In case of conflicting requirements between the various codes, the

Contract Documents or any other Local and State Codes or Ordinances having jurisdiction, the most stringent shall govern.

8/6/2019

REGULATORY REQUIREMENTS 01250-2 Steam Heating System Alterations: Wooster Middle School

E. It is the intention of these Contract documents that the contractor's work be

fully in compliance with all applicable codes and ordinances and that the cost of such compliance is included in the Contract Price. If there are errors or omissions in the contract documents which would result in work that was not in compliance with all the applicable codes and ordinances then the contractor shall not proceed but shall notify the architect in writing. The Contractor shall have included in the contract price the cost of all such work even in the case of errors or omissions to the contract documents if such errors and omissions could have been readily ascertainable through the exercise of reasonable diligence by the contractors.


8/6/2019

PROJECT MANAGEMENT AND COORDINATION Steam Heating System Alterations: Wooster Middle School 01310 - 1 of 2

SECTION 01310 PROJECT MANAGEMENT AND COORDINATION PART 1.00 - GENERAL 1.01 GENERAL REQUIREMENTS

A. Work of this Section, as shown or specified, shall be in accordance with the requirements of the Contract Documents.

1.02 WORK INCLUDED

A. To enable orderly review of progress during construction and to provide for systematic discussions of problems, the Architect will conduct project meetings throughout the construction period.

B. In general, project meetings will be held bi-weekly at the job site in

accordance with a mutually acceptable schedule.

C. The purpose of the project meetings is analysis of problems that might arise between the Owner and the Contractor relative to execution of the work.

1.03 RELATED WORK

A. The Contractor's relations with his subcontractors and materials suppliers, and discussions relative thereto, are the Contractor's responsibility as described in the General Conditions and are not part of project meetings content.

1.04 QUALITY ASSURANCE

A. Persons designated by the Contractor to attend and participate in project meetings shall have all required authority to commit the Contractor to solutions as agreed upon in the project meetings.

1.05 SUBMITTALS

A. Agenda Items: To the maximum extent possible, advise the Architect at least 24 hours in advance of the project meeting regarding all items to be added to the agenda.

8/6/2019

PROJECT MANAGEMENT AND COORDINATION Steam Heating System Alterations: Wooster Middle School 01310 - 2 of 2

B. Minimum Agenda: 1. Review work progress since last meeting. 2. Note field observations, problems and decisions. 3. Identify problems which impede planned progress. 4. Review off-site fabrication problems. 5. Develop corrective measures and procedures to regain schedule. 6. Coordinate projected progress with other prime contractors. 7. Review submittal schedules, expedite as required to maintain

schedule.

C. Minutes: The Contractor will compile minutes of each project meeting and will distribute copies to the Owner and the Architect. The Contractor shall make and distribute such other copies as he wishes.

PART 2.00 - PRODUCTS (Not Used) PART 3.00 - EXECUTION 3.01 MEETING SCHEDULE

A. There will be a Pre-construction meeting shortly after award of contract to review schedule, use of site, and team coordination issues.

B. Coordinate with the Architect as required to establish a mutually acceptable schedule for project meetings.

3.02 MEETING LOCATION

A. To the maximum extent practicable, project meetings shall be held at the job site. Provide adequate space and facility including table, chairs, and lighting for proper conduct of meetings.

3.03 ATTENDANCE

A. To the maximum extent practicable, assign the same person or persons to represent the Contractor at project meetings throughout the construction period. Subcontractors, materials suppliers, and others may be invited to attend those project meetings in which their aspects of the work are involved.


8/6/2019

Steam Heating System Alterations: Wooster Middle School SUBMITTALS 01330 - 1

SECTION 01330 SUBMITTALS PART 1.00 - GENERAL 1.01 GENERAL REQUIREMENTS


1.02 WORK INCLUDED

A. Work of this Section includes all labor, materials, equipment, and services necessary to complete submittal requirements as specified herein, including, but not limited to, the following:

1. Construction schedules.

2. Survey data.

3. Shop drawings and samples.

4. Manuals.

5. Integrated drawings.

1.03 RELATED WORK

A. Substitution requirements - Section 01600.

B. General submittal requirements - General Conditions. PART 2.00 - PRODUCTS 2.01 CONSTRUCTION SCHEDULES

A. Refer to the Agreement for submission of a progress schedule.

B. Contractor shall submit a Schedule of Submittals within thirty (14) days of award of contract.

8/6/2019


2.02 SHOP DRAWINGS AND SAMPLES

A. General:

1. Samples, shop drawings, manufacturer's literature, and other required information shall be submitted in sufficient time to permit proper consideration and action on same before any materials and items are delivered on the work. All samples of materials requiring laboratory tests shall be submitted to the laboratory for testing in sufficient time to obtain test results before such materials are required to be used in the work.

2. Shop drawings for each Section of the work shall be numbered

consecutively, and the numbering system shall be retained throughout all revisions. Each drawing shall have a clear space for the stamps of the Contractor, Architect, and one of the Architect's consultants.

3. No work shall be fabricated, manufactured, or installed from shop

drawings stamped "Revise and Resubmit" or "Rejected", and such shop drawings shall be corrected and resubmitted by the Contractor until accepted by the Architect. At least one complete set of "No Exceptions Taken" or "Exceptions Taken As Noted" shop drawings shall be kept at the site in the Contractor's field office for reference at all times. "Revise and Resubmit" or "Rejected" shop drawings shall not be permitted at the site.

4. Submittals marked "No Exceptions Taken":

a. Submittals which require no corrections by the Architect will be

marked "No Exceptions Taken".

5. Submittals marked "Exception Taken as Noted":

a. Submittals which require only a minor amount of correcting shall be marked "Exceptions Taken as Noted". This mark shall mean that checking is complete and all corrections are obvious without ambiguity. Fabrication will be allowed on work "Exceptions Taken as Noted", provided such action will expedite construction and noted corrections are adhered to. If fabrication is not made strictly in accordance with corrections noted, the item shall be rejected in the field, and the Contractor will be required to replace such work in accordance with corrected submittals.

8/6/2019


6. Submittals marked "Revise and Resubmit" or "Rejected":

a. When submittals are contrary to contract requirements or too many corrections are required, they shall be marked "Revise and Resubmit" or "Rejected". No work shall be fabricated under this mark. The Architect shall list his reasons for rejection on the submittals or in the transmittal letter accompanying their return. The submittals must be corrected and resubmitted for approval.

7. All shop drawings and samples shall be identified as follows:

a. Date of submittal.

b. Title of project.

c. Name of Contractor and date of his approval.

d. Name of subcontractor or supplier and date of submittal to

Contractor.

e. Number of submission.

f. Any qualification, departure, or deviation from the requirements of the Contract.

g. Federal Specification or ASTM number where required.

h. Such additional information as may be required by the

Specifications for the particular material being furnished.

8. The Architect will review and approve shop drawings and samples for approval with reasonable promptness, but only for conformance with the design concept of the work and with information contained in the Contract Documents.

9. The Contractor shall submit appropriate transmittal forms with every

submittal of shop drawings, manufacturer's literature, and samples. All sepia reproducibles shall be rolled on cardboard tubes for resubmittal. The Contractor shall submit all required shop drawings, manufacturer's literature and samples in accordance with the following procedures noted herein.

8/6/2019


10. Unless otherwise specifically directed by the Architect, make all shop drawings accurately to a scale sufficiently large to show all pertinent features of the item and its method of connection to the work.

11. The Contractor shall submit one copy of each standard referred to in

the Specifications (ASTM, Fed. Spec., etc.) with the submission of each respective shop drawing, sample, or literature.

B. Submission of Shop Drawings:

1. Architectural Work: Submit one (1) sepia reproducible and two (2)

black line prints of each shop drawing to the Architect for approval. If approved, the Architect will return one (1) sepia stamped "No Exceptions Taken" or "Exceptions Taken as Noted", and the Contractor shall print the required number of copies. In the event the Architect returns one (1) sepia stamped "Revise and Resubmit" or "Rejected", the Contractor shall make indicated changes and resubmit one (1) sepia reproducible and two (2) black line prints to the Architect.

2. Structural Work and Mechanical Work: Submit one (1) sepia

reproducible and two (2) black line prints of each shop drawing to the Engineer, with one (1) black line print and copy of the transmittal form to the Architect. If accepted, the Architect shall return one (1) sepia stamped "No Exceptions Taken" or "Exceptions Taken as Noted", and the Contractor shall print the required number of copies. In the event the Architect returns one (1) sepia stamped "Revise and Resubmit" or "Rejected", the Contractor shall make indicated changes and resubmit one (1) sepia reproducible and two (2) black line prints to the Engineer, with a copy of the transmittal form and one (1) black line print to the Architect.

3. Prints: The Contractor shall provide all prints of shop drawings as

reasonably required by subcontractors, material suppliers, superintendents, inspectors, and others as required for the work, or as directed by the Architect. The Contractor shall pay all costs in connection with printing and distribution of shop drawings.

C. Submission of Manufacturer's Literature, Including Catalog, Catalog Cuts,

Brochures, Charts, Test Data, and Similar Information:

1. Manufacturers literature will receive consideration only when accompanied by the transmittal form properly filled out, as the Specification Section and paragraph numbers describing such materials. Any deviations from contract requirements shall be stated on the above form or attached to it.

8/6/2019


2. Architectural Work: Submit six (6) copies of manufacturer's literature to the Architect for acceptance. If accepted, the Architect will return four (4) copies stamped "No Exceptions Taken" or "Exceptions Taken as Noted". In the event the Architect returns the literature stamped "Revise and Resubmit" or "Rejected", he will return two (2) copies only. The Contractor shall resubmit six (6) copies of correct or corrected literature of all submissions stamped "Revise and Resubmit" or "Rejected", with one (1) copy of correct or corrected literature with copy of the transmittal form to the Architect.

3. Structural Work and Mechanical Work: Submit six (6) copies of

manufacturer's literature to the Engineer, with one (1) copy of the literature and copy of the transmittal form to the Architect. If accepted, the Architect will return four (4) copies stamped "No Exceptions Taken" or "Exceptions Taken as Noted". In the event the Architect stamps the literature "Revise and Resubmit" or "Rejected", he will return two (2) copies only. The Contractor shall resubmit six (6) copies of correct or corrected literature to the Engineer for all submissions stamped "Revised and Resubmit" or "Rejected", with one (1) copy of correct or corrected literature with copy of the transmittal form to the Architect.

4. All copies of manufacturer's literature required to be resubmitted

hereunder shall be original printed material. Reproductions of printed material will not receive consideration.

D. Submissions of Samples:

1. All samples shall be submitted in triplicate unless otherwise indicated in the Specifications.

2. Samples will receive consideration only when accompanied by the

transmittal form properly filled out, as indicated, and listing each sample, as well as the he listing of any ASTM, Federal or other standard references specified or applicable and such additional information as may be required by the Specifications for the materials being submitted. Any deviation from the contract requirements shall be so stated on the above form or attached to it.

3. The Architect shall have the right to require submission of samples of

any materials, whether or not specifically indicated in the various Sections of the Specifications.

8/6/2019


4. Unless otherwise specified, samples of sufficient size to indicate general visual effect shall be submitted. Where samples must show a range of color, texture, finish, graining, or other similar property, the Contractor shall submit sets or pairs illustrating the full scope of the range.

5. One (1) sample of each submission will be returned to the Contractor. Samples stamped "Revise and Resubmit" or "Rejected" by the Architect shall be resubmitted in triplicate by the Contractor.

6. All samples stamped "No Exceptions Taken" or "Exceptions Taken as

Noted" shall be kept at the site in the Contractor's field office facilities for reference at all times. "Revise and Resubmit" or "Rejected" samples shall not be kept at the site.

2.03 MANUALS

A. Where manuals are required to be submitted covering included in this work, prepare all such manuals in durable plastic binders approximately 8-1/2 x 11" in size and with at least the following:

1. Identification on, or readable through, the front cover stating general

nature of the manual.

2. Neatly typewritten index near the front of the manual furnishing immediate information as to location in the manual of all emergency data regarding the installation.

3. Complete instructions regarding operation and maintenance of all

equipment involved.

4. Complete nomenclature of all replaceable parts, their part numbers, current cost, and name and address of nearest vendor of parts.

5. Copy of all guarantees and warranties issued.

6. Copy of the approved shop drawings with all data concerning changes

made during construction.

B. Where contents of manuals include manufacturer's catalog pages, clearly indicate the precise items included in this installation and delete or otherwise clearly indicate all manufacturer's data with which this installation is not concerned.

C. Number of Copies Required: Refer to Section 01770 - Contract Closeout.

8/6/2019


2.04 INTEGRATED DRAWINGS

A. The HVAC subcontractor shall prepare a Drawing or Drawings showing duct work, heating and sprinkler piping. This Drawing shall include location of grilles, registers, etc., and access doors in hung ceilings. Locations shall be fixed by elevations and dimensions from column center lines and/or walls.

B. The HVAC subcontractor shall prepare and distribute to the Plumbing and

Electrical subcontractors, the General Contractor, the Construction Manager, and to the Architect a sepia of the above.

C. The HVAC subcontractor shall lay out on his sepia the reflected ceiling plan,

beam soffit elevations, ceiling heights, roof openings, etc.

D. The Plumbing subcontractor shall lay out on his sepia the piping, valves, cleanouts, etc., indicating locations and elevations and shall indicate the necessary access doors.

E. The Electrical subcontractor shall indicate on his sepia the fixtures, large

conduit runs, clearances, pull boxes, junction boxes, sound system speakers, etc.

F. The General Contractor shall indicate on his sepia any structural framing,

ceiling hangers, etc.

G. The General Contractor shall call as many meetings with the subcontractors as are necessary to resolve any conflicts that become apparent. He will call on the services of the Consultant Engineer or Architect where necessary. Any conflicts which result in a relocation of a finished surface are to be brought to the attention of the Architect prior to installation.

H. On resolution of the conflicts, each subcontractor shall enter his own work on

the HVAC subcontractor's sepia, which shall become the master or integrated Drawing. The master sepia shall be signed by each contributing subcontractor to indicate his acceptance of the arrangement of the work.

I. A reproducible copy of the master integrated Drawing will be prepared by the

HVAC subcontractor. The Construction Manager will make distribution to the contractors and the Architect.

J. Each subcontractor shall prepare his shop Drawings in accordance with the

integrated Drawings. No work will be permitted without approved shop Drawings. It is therefore essential that this procedure be instituted as quickly as possible.

8/6/2019


2.05 SURVEY DATA

A. Be responsible for properly laying out the work and for the lines and measurements for the work executed under the Contract Documents. Verify the figures shown on the Drawings before laying out the work.

B. Be responsible for the proper location and level of the work and for

maintenance of the reference lines and bench marks. Establish bench marks and axis lines at each floor showing partition layout lines and dimensional reference points as required for the information and guidance of all trades.

C. The mechanical and electrical trades shall be responsible for the layout of

the duct work, piping, and conduit based on the reference lines and bench marks established.

PART 3.00 - EXECUTION 3.01 COORDINATION OF SUBMITTALS

A. Prior to submittal for Architect's review, use all means necessary to fully coordinate all material, including the following procedures:

1. Determine and verify all field dimensions and conditions, materials,

catalog numbers and similar data.

2. Coordinate as required with all trades and with public agencies involved.

3. Secure all necessary approvals from public agencies and others and

signify by stamp, or other means, that they have been secured.

4. Clearly indicate all deviations from the Contract Documents.

B. Unless otherwise specifically permitted by the Architect, make all submittals in groups containing all associated items; the Architect may reject partial submittals as not complying with the provisions of the Contract Documents.


8/6/2019

Steam Heating System Alterations: Wooster Middle School QUALITY REQUIREMENTS 01400 - 1 of 4

SECTION 01400

QUALITY REQUIREMENTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, and other Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes administrative and procedural requirements for quality-control services.

B. Quality-control services include inspections, tests, and related actions, including

reports performed by Contractor, by independent agencies, and by governing authorities. They do not include contract enforcement activities performed by Architect.

C. Inspection and testing services are required to verify compliance with requirements

specified or indicated. These services do not relieve Contractor of responsibility for compliance with Contract Document requirements.

D. Requirements of this Section relate to customized fabrication and installation

procedures, not production of standard products.

1. Specific quality-control requirements for individual construction activities are specified in the Sections that specify those activities. Requirements in those Sections may also cover production of standard products.

2. Specified inspections, tests, and related actions do not limit Contractor's quality-control procedures that facilitate compliance with Contract Document requirements.

3. Requirements for Contractor to provide quality-control services required by Architect, Owner, or authorities having jurisdiction are not limited by provisions of this Section.

E. Related Sections: The following Sections contain requirements that relate to this

Section:

1. Division 1 Section "Submittals" specifies requirements for development of a schedule of required tests and inspections.

8/6/2019


1.3 RESPONSIBILITIES

A. Contractor Responsibilities: Unless otherwise indicated as the responsibility of another identified entity, Contractor shall provide inspections, tests, and other quality-control services specified elsewhere in the Contract Documents and required by authorities having jurisdiction. Costs for these services are included in the Contract Sum.

1. Where individual Sections specifically indicate that certain inspections, tests,

and other quality-control services are the Contractor's responsibility, the Contractor shall employ and pay a qualified independent testing agency to perform quality-control services. Costs for these services are included in the Contract Sum.

2. Where individual Sections specifically indicate that certain inspections, tests, and other quality-control services are the Owner's responsibility, the Owner will employ and pay a qualified independent testing agency to perform those services.

B. Retesting: The Contractor is responsible for retesting where results of inspections,

tests, or other quality-control services prove unsatisfactory and indicate noncompliance with Contract Document requirements, regardless of whether the original test was Contractor's responsibility.

1. The cost of retesting construction, revised or replaced by the Contractor, is

the Contractor's responsibility where required tests performed on original construction indicated noncompliance with Contract Document requirements.

C. Associated Services: Cooperate with agencies performing required inspections,

tests, and similar services, and provide reasonable auxiliary services as requested. Notify the agency sufficiently in advance of operations to permit assignment of personnel. Auxiliary services required include, but are not limited to, the following:

1. Provide access to the Work. 2. Furnish incidental labor and facilities necessary to facilitate inspections and

tests. 3. Take adequate quantities of representative samples of materials that require

testing or assist the agency in taking samples. 4. Provide facilities for storage and curing of test samples. 5. Deliver samples to testing laboratories. 6. Provide the agency with a preliminary design mix proposed for use for

materials mixes that require control by the testing agency. 7. Provide security and protection of samples and test equipment at the Project

Site.

D. Duties of the Testing Agency: The independent agency engaged to perform inspections, sampling, and testing of materials and construction specified in

8/6/2019


individual Sections shall cooperate with the Architect and the Contractor in performance of the agency's duties. The testing agency shall provide qualified personnel to perform required inspections and tests.

1. The agency shall notify the Architect and the Contractor promptly of

irregularities or deficiencies observed in the Work during performance of its services.

2. The agency is not authorized to release, revoke, alter, or enlarge requirements of the Contract Documents or approve or accept any portion of the Work.

3. The agency shall not perform any duties of the Contractor.

E. Coordination: Coordinate the sequence of activities to accommodate required services with a minimum of delay. Coordinate activities to avoid the necessity of removing and replacing construction to accommodate inspections and tests.

1. The Contractor is responsible for scheduling times for inspections, tests,

taking samples, and similar activities. 1.4 SUBMITTALS

A. Unless the Contractor is responsible for this service, the independent testing agency shall submit a certified written report, in duplicate, of each inspection, test, or similar service to the Architect. If the Contractor is responsible for the service, submit a certified written report, in duplicate, of each inspection, test, or similar service through the Contractor.

1. Submit additional copies of each written report directly to the governing

authority, when the authority so directs. 2. Report Data: Written reports of each inspection, test, or similar service

include, but are not limited to, the following:

a. Date of issue. b. Project title and number. c. Name, address, and telephone number of testing agency. d. Dates and locations of samples and tests or inspections. e. Names of individuals making the inspection or test. f. Designation of the Work and test method. g. Identification of product and Specification Section. h. Complete inspection or test data. i. Test results and an interpretation of test results. j. Ambient conditions at the time of sample taking and testing. k. Comments or professional opinion on whether inspected or tested

Work complies with Contract Document requirements. l. Name and signature of laboratory inspector.

8/6/2019


m. Recommendations on retesting. 1.5 QUALITY ASSURANCE

A. Qualifications for Service Agencies: Engage inspection and testing service agencies, including independent testing laboratories, that are pre-qualified as complying with the American Council of Independent Laboratories' "Recommended Requirements for Independent Laboratory Qualification" and that specialize in the types of inspections and tests to be performed.

1. Each independent inspection and testing agency engaged on the Project

shall be authorized by authorities having jurisdiction to operate in the state where the Project is located.

PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION 3.1 REPAIR AND PROTECTION

A. General: Upon completion of inspection, testing, sample taking and similar services, repair damaged construction and restore substrates and finishes. Comply with Contract Document requirements for Division 1 Section "Cutting and Patching."

B. Protect construction exposed by or for quality-control service activities, and protect

repaired construction.

C. Repair and protection is Contractor's responsibility, regardless of the assignment of responsibility for inspection, testing, or similar services.


8/6/2019

PRODUCT REQUIREMENTS 01600 - 1 of 10 Steam Heating System Alterations: Wooster Middle School

SECTION 01600

PRODUCT REQUIREMENTS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, and other Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes the following administrative and procedural requirements: selection of products for use in Project; product delivery, storage, and handling; manufacturers' standard warranties on products; special warranties; product substitutions; and comparable products.

B. Related Sections include the following:

1. Division 1 Section "Allowances" for products selected under an allowance. 2. Division 1 Section "Alternates" for products selected under an alternate. 3. Division 1 Section "Closeout Procedures" for submitting warranties for

contract closeout. 4. Divisions 2 through 16 Sections for specific requirements for warranties on

products and installations specified to be warranted.

1.3 DEFINITIONS

A. Products: Items purchased for incorporating into the Work, whether purchased for Project or taken from previously purchased stock. The term "product" includes the terms "material," "equipment," "system," and terms of similar intent.

1. Named Products: Items identified by manufacturer's product name, including make or model number or other designation, shown or listed in manufacturer's published product literature, that is current as of date of the Contract Documents.

2. New Products: Items that have not previously been incorporated into another project or facility, except that products consisting of recycled-content materials are allowed, unless explicitly stated otherwise. Products salvaged or recycled from other projects are not considered new products.

3. Comparable Product: Product that is demonstrated and approved through submittal process, or where indicated as a product substitution, to have the indicated qualities related to type, function, dimension, in-service

8/6/2019


performance, physical properties, appearance, and other characteristics that equal or exceed those of specified product.

B. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor.

C. Basis-of-Design Product Specification: Where a specific manufacturer's product is named and accompanied by the words "basis of design," including make or model number or other designation, to establish the significant qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics for purposes of evaluating comparable products of other named manufacturers.

D. Manufacturer's Warranty: Preprinted written warranty published by individual manufacturer for a particular product and specifically endorsed by manufacturer to Owner.

E. Special Warranty: Written warranty required by or incorporated into the Contract Documents, either to extend time limit provided by manufacturer's warranty or to provide more rights for Owner.

1.4 SUBMITTALS

A. Product List: Submit a list, in tabular from, showing specified products. Include generic names of products required. Include manufacturer's name and proprietary product names for each product.

1. Coordinate product list with Contractor's Construction Schedule and the Submittals Schedule.

2. Form: Tabulate information for each product under the following column headings:

a. Specification Section number and title. b. Generic name used in the Contract Documents. c. Proprietary name, model number, and similar designations. d. Manufacturer's name and address. e. Supplier's name and address. f. Installer's name and address. g. Projected delivery date or time span of delivery period. h. Identification of items that require early submittal approval for

scheduled delivery date.

3. Completed List: Within 60 days after date of commencement of the Work, submit 3 copies of completed product list. Include a written explanation for omissions of data and for variations from Contract requirements.

8/6/2019


4. Architect's Action: Architect will respond in writing to Contractor within 15 days of receipt of completed product list. Architect's response will include a list of unacceptable product selections and a brief explanation of reasons for this action. Architect's response, or lack of response, does not constitute a waiver of requirement that products comply with the Contract Documents.

B. Substitution Requests: Submit three copies of each request for consideration no later than 5 business days prior to bid opening. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles.

1. Substitution Request Form: Use form provided at end of Section. 2. Documentation: Show compliance with requirements for substitutions and

the following, as applicable:

a. Statement indicating why specified material or product cannot be provided.

b. Coordination information, including a list of changes or modifications needed to other parts of the Work and to construction performed by Owner and separate contractors, that will be necessary to accommodate proposed substitution.

c. Detailed comparison of significant qualities of proposed substitution with those of the Work specified. Significant qualities may include attributes such as performance, weight, size, durability, visual effect, and specific features and requirements indicated.

d. Product Data, including drawings and descriptions of products and fabrication and installation procedures.

e. Samples, where applicable or requested. f. List of similar installations for completed projects with project names

and addresses and names and addresses of architects and owners. g. Material test reports from a qualified testing agency indicating and

interpreting test results for compliance with requirements indicated. h. Research/evaluation reports evidencing compliance with building

code in effect for Project, from a model code organization acceptable to authorities having jurisdiction.

i. Detailed comparison of Contractor's Construction Schedule using proposed substitution with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating lack of availability or delays in delivery.

j. Cost information, including a proposal of change, if any, in the Contract Sum.

k. Contractor's certification that proposed substitution complies with requirements in the Contract Documents and is appropriate for applications indicated.

8/6/2019


l. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results.

3. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within one week of receipt of a request for substitution. Architect will notify Contractor of acceptance or rejection of proposed substitution within 15 days of receipt of request, or 7 days of receipt of additional information or documentation, whichever is later.

a. Form of Acceptance: Change Order. b. Use product specified if Architect cannot make a decision on use of a

proposed substitution within time allocated.

C. Basis-of-Design Product Specification Submittal: Comply with requirements in Division 1 Section "Submittal Procedures." Show compliance with requirements.

1.5 QUALITY ASSURANCE

A. Compatibility of Options: If Contractor is given option of selecting between two or more products for use on Project, product selected shall be compatible with products previously selected, even if previously selected products were also options.

1. Each contractor is responsible for providing products and construction methods compatible with products and construction methods of other contractors.

2. If a dispute arises between contractors over concurrently selectable but incompatible products, Architect will determine which products shall be used.

1.6 PRODUCT DELIVERY, STORAGE, AND HANDLING

A. Deliver, store, and handle products using means and methods that will prevent damage, deterioration, and loss, including theft. Comply with manufacturer's written instructions.

1. Schedule delivery to minimize long-term storage at Project site and to prevent overcrowding of construction spaces.

2. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses.

3. Deliver products to Project site in an undamaged condition in manufacturer's original sealed container or other packaging system,

8/6/2019


complete with labels and instructions for handling, storing, unpacking, protecting, and installing.

4. Inspect products on delivery to ensure compliance with the Contract Documents and to ensure that products are undamaged and properly protected.

5. Store products to allow for inspection and measurement of quantity or counting of units.

6. Store materials in a manner that will not endanger Project structure. 7. Store products that are subject to damage by the elements, under cover in

a weathertight enclosure above ground, with ventilation adequate to prevent condensation.

8. Comply with product manufacturer's written instructions for temperature, humidity, ventilation, and weather-protection requirements for storage.

9. Protect stored products from damage.

B. Storage: Provide a secure location and enclosure at Project site for storage of materials and equipment by Owner's construction forces. Coordinate location with Owner.

1.7 PRODUCT WARRANTIES

A. Warranties specified in other Sections shall be in addition to, and run concurrent with, other warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on product warranties do not relieve Contractor of obligations under requirements of the Contract Documents.

B. Special Warranties: Prepare a written document that contains appropriate terms and identification, ready for execution. Submit a draft for approval before final execution.

1. Manufacturer's Standard Form: Modified to include Project-specific information and properly executed.

2. Specified Form: Forms are included with the Specifications. Prepare a written document using appropriate form properly executed.

3. Refer to Divisions 2 through 16 Sections for specific content requirements and particular requirements for submitting special warranties.

C. Submittal Time: Comply with requirements in Division 1 Section "Closeout Procedures."

PART 2 - PRODUCTS

2.1 PRODUCT OPTIONS

8/6/2019


A. General Product Requirements: Provide products that comply with the Contract Documents, that are undamaged, and unless otherwise indicated, that are new at time of installation.

1. Provide products complete with accessories, trim, finish, fasteners, and other items needed for a complete installation and indicated use and effect.

2. Standard Products: If available, and unless custom products or nonstandard options are specified, provide standard products of types that have been produced and used successfully in similar situations on other projects.

3. Owner reserves the right to limit selection to products with warranties not in conflict with requirements of the Contract Documents.

4. Where products are accompanied by the term "as selected," Architect will make selection.

5. Where products are accompanied by the term "match sample," sample to be matched is Architect's.

6. Descriptive, performance, and reference standard requirements in the Specifications establish "salient characteristics" of products.

7. Or Equal: Where products are specified by name and accompanied by the term "or equal" or "or approved equal" or "or approved," comply with provisions in "Comparable Products" Article to obtain approval for use of an unnamed product.

B. Product Selection Procedures: Procedures for product selection include the following:

1. Product: Where Specification paragraphs or subparagraphs titled "Product" name a single product and manufacturer, provide the product named.

a. Substitutions may be considered, unless otherwise indicated.

2. Manufacturer/Source: Where Specification paragraphs or subparagraphs titled "Manufacturer" or "Source" name single manufacturers or sources, provide a product by the manufacturer or from the source named that complies with requirements.


3. Products: Where Specification paragraphs or subparagraphs titled "Products" introduce a list of names of both products and manufacturers, provide one of the products listed that complies with requirements.


4. Manufacturers: Where Specification paragraphs or subparagraphs titled "Manufacturers" introduce a list of manufacturers' names, provide a

8/6/2019


product by one of the manufacturers listed that complies with requirements.


5. Available Products: Where Specification paragraphs or subparagraphs titled "Available Products" introduce a list of names of both products and manufacturers, provide one of the products listed or another product that complies with requirements. Comply with provisions in "Comparable Products" Article to obtain approval for use of an unnamed product.

6. Available Manufacturers: Where Specification paragraphs or subparagraphs titled "Available Manufacturers" introduce a list of manufacturers' names, provide a product by one of the manufacturers listed or another manufacturer that complies with requirements. Comply with provisions in "Comparable Products" Article to obtain approval for use of an unnamed product.

7. Product Options: Where Specification paragraphs titled "Product Options" indicate that size, profiles, and dimensional requirements on Drawings are based on a specific product or system, provide either the specific product or system indicated or a comparable product or system by another manufacturer. Comply with provisions in "Product Substitutions" Article.

8. Basis-of-Design Products: Where Specification paragraphs or subparagraphs titled "Basis-of-Design Product[s]" are included and also introduce or refer to a list of manufacturers' names, provide either the specified product or a comparable product by one of the other named manufacturers. Drawings and Specifications indicate sizes, profiles, dimensions, and other characteristics that are based on the product named. Comply with provisions in "Comparable Products" Article to obtain approval for use of an unnamed product.


9. Visual Matching Specification: Where Specifications require matching an established Sample, select a product (and manufacturer) that complies with requirements and matches Architect's sample. Architect's decision will be final on whether a proposed product matches satisfactorily.

a. If no product available within specified category matches satisfactorily and complies with other specified requirements, comply with provisions of the Contract Documents on "substitutions" for selection of a matching product.

10. Visual Selection Specification: Where Specifications include the phrase "as selected from manufacturer's colors, patterns, textures" or a similar phrase, select a product (and manufacturer) that complies with other specified requirements.

8/6/2019


a. Standard Range: Where Specifications include the phrase "standard range of colors, patterns, textures" or similar phrase, Architect will select color, pattern, or texture from manufacturer's product line that does not include premium items.

b. Full Range: Where Specifications include the phrase "full range of colors, patterns, textures" or similar phrase, Architect will select color, pattern, or texture from manufacturer's product line that includes both standard and premium items.

11. Allowances: Refer to individual Specification Sections and "Allowance" provisions in Division 1 for allowances that control product selection and for procedures required for processing such selections.

2.2 PRODUCT SUBSTITUTIONS

A. Timing: Architect will consider requests for substitution if received no later than 5 business days prior to bid opening. Requests received after that time may be considered or rejected at discretion of Architect.

B. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with these requirements:

1. Requested substitution offers Owner a substantial advantage in cost, time, energy conservation, or other considerations, after deducting additional responsibilities Owner must assume. Owner's additional responsibilities may include compensation to Architect for redesign and evaluation services, increased cost of other construction by Owner, and similar considerations.

2. Requested substitution does not require extensive revisions to the Contract Documents.

3. Requested substitution is consistent with the Contract Documents and will produce indicated results.

4. Substitution request is fully documented and properly submitted. 5. Requested substitution will not adversely affect Contractor's Construction

Schedule. 6. Requested substitution has received necessary approvals of authorities

having jurisdiction. 7. Requested substitution is compatible with other portions of the Work. 8. Requested substitution has been coordinated with other portions of the

Work. 9. Requested substitution provides specified warranty. 10. If requested substitution involves more than one contractor, requested

substitution has been coordinated with other portions of the Work, is

8/6/2019


uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.

2.3 COMPARABLE PRODUCTS

A. Where products or manufacturers are specified by name, submit the following, in addition to other required submittals, to obtain approval of an unnamed product:

1. Evidence that the proposed product does not require extensive revisions to the Contract Documents, that it is consistent with the Contract Documents and will produce the indicated results, and that it is compatible with other portions of the Work.

2. Detailed comparison of significant qualities of proposed product with those named in the Specifications. Significant qualities include attributes such as performance, weight, size, durability, visual effect, and specific features and requirements indicated.

3. Evidence that proposed product provides specified warranty. 4. List of similar installations for completed projects with project names and

addresses and names and addresses of architects and owners, if requested.

5. Samples, if requested.

PART 3 - EXECUTION (Not Used)


8/6/2019


THIS PAGE LEFT INTENTIONALLY BLANK

SUBSTITUTION REQUEST

(After the Bidding Phase) Project:

To:

Re:

Substitution Request Number: From: Date: A/E Project Number: Contract For:

Specification Title: Description:

Section: Page: Article/Paragraph: Proposed Substitution: Manufacturer: Address: Phone: Trade Name: Model No.: Installer: Address: Phone: History: New product 2-5 years old 5-10 yrs old More than 10 years old Differences between proposed substitution and specified product:

Point-by-point comparative data attached - REQUIRED BY A/E Reason for not providing specified item: Similar Installation:

Project: Architect:

Address: Owner:

Date Installed: Proposed substitution affects other parts of Work: No Yes; explain Savings to Owner for accepting substitution: ($ ). Proposed substitution changes Contract Time: No Yes [Add] [Deduct] days.

Supporting Data Attached: Drawings Product Data Samples Tests Reports Copyright 1996, Construction Specification Institute, 601 Madison Street, Alexandria, VA 22314-1791

Page 1 of 2 September 1996 CSI Form 13.1A

SUBSTITUTION REQUEST

(Continued) The Undersigned certifies: · Proposed substitution has been fully investigated and determined to be equal or superior in all respects to specified product. · Same warranty will be furnished for proposed substitution as for specified product. · Same maintenance service and source of replacement parts, as applicable, is available. · Proposed substitution will have no adverse effect on other trades and will not affect or delay progress schedule. · Cost data as stated above is complete. Claims for additional costs related to accepted substitution which may subsequently become

apparent are to be waived. · Proposed substitution does not affect dimensions and functional clearances. · Payment will be made for changes to building design, including A/E design, detailing, and construction costs caused by the

substitution. · Coordination, installation, and changes in the Work as necessary for accepted substitution will be complete in all respects. Submitted by: Signed by: Firm: Address:

Telephone: Attachments: A/E's REVIEW AND ACTION

Substitution approved - Make submittals in accordance with Specification Section 01330. Substitution approved as noted - Make submittals in accordance with Specification Section 01330. Substitution rejected - Use specified materials. Substitution Request received too late - Use specified materials.

Signed by: Date: Additional Comments: Contractor Subcontractor Supplier Manufacturer A/E

Copyright 1996, Construction Specification Institute, 601 Madison Street, Alexandria, VA 22314-1791

Page 2 of 2 September 1996 CSI Form 13.1A

8/6/2019

CONTRACT CLOSEOUT 01770 - 1 of 5 Steam Heating System Alterations: Wooster Middle School

SECTION 01770 CONTRACT CLOSEOUT PART 1.00 - GENERAL 1.01 GENERAL REQUIREMENTS


1.02 WORK INCLUDED

A. Work of this Section includes all labor, materials, equipment, and services necessary to complete the contract closeout, including, but not limited to, the following:

1. Punch list.

2. Final cleaning.

3. Warranties.

4. Operating and maintenance data.

5. Project record documents.

6. Waiver of Release of Liens from All Suppliers and Sub-Contractors

7. Certificate of Occupancy.

1.03 RELATED WORK

A. Submittals - Section 01330.

B. Agreement. 1.04 PUNCH LIST

A. Contractor:

1. Submit written declaration to Architect that project is substantially complete.

2. Submit list of items to be completed or corrected.

8/6/2019


B. Owner, Construction Manager and Architect will make preliminary inspection after receipt to Contractor's declaration.

C. Should Owner, Architect, and/or Construction manager consider that work is

substantially complete:

1. Architect will prepare a punch list of items to be completed or corrected, as determined by the inspection.

2. Architect will prepare and issue a Certificate of Substantial

Completion, containing:

a. Date of substantial completion.

b. Punch list of items to be completed or corrected.

c. The time within which Contractor shall complete or correct work of listed items.

d. Date or time Owner will assume possession of work or

designated portion thereof.

D. Contractor: Complete work listed for completion or correction, within designated time.

1.05 FINAL INSPECTION

A. Contractor shall submit written declaration to Owner, Architect and Construction Manager that:

1. All aspects of Contract Documents have been complied with.

2. All items on substantial completion punch list have been completed.

3. All tools, construction equipment, and surplus materials have been

removed from site.

B. Contractor with Owner, Architect, and Construction Manager will make final inspection to ensure completion of all contract requirements.

C. When Owner, Architect and Construction Manager consider that work is

finally complete in accordance with Contract Document requirements, the Architect will prepare and process closeout documents.

8/6/2019


1.06 FINAL CLEANING

A. The Contractor shall be responsible for final cleaning. The building shall be prepared for occupancy by a thorough cleaning throughout, including washing (or cleaning by other approved methods) of surfaces on which dirt or dust has collected, and by washing glass on both sides. Wash exterior glass using a window cleaning contractor specializing in such work. Provide and maintain adequate runner strips of non-staining reinforced Kraft building paper on finished floors as required for protection. Leave equipment in an undamaged, bright, clean, and polished condition. Re-cleaning will not be required after the work has been inspected and accepted unless later operations of the Contractor make re-cleaning of certain portions necessary.

B. Employ experienced workmen or professional cleaners for final cleaning.

C. In preparation for Substantial Completion or occupancy, conduct final

inspection of sight-exposed interior and exterior surfaces.

D. Remove grease, dirt, dust, stains, labels, fingerprints and other foreign materials from sight-exposed interior and exterior finished surfaces; polish surfaces so designated to shine finish.

E. Repair, patch and touch-up marred surfaces to specified finish, to match

adjacent surfaces.

F. Broom clean paved surfaces; rake clean "landscaped" grounds.

G. Clean ducts, blowers and coils. 1.07 DOCUMENTS REQUIRED PRIOR TO FINAL PAYMENT

A. Prior to final payment, and before the issuance of a final certificate of payment, the Contractor shall file the following papers with the Architect:

1. Warranties: The warranty required by the Agreement and any other

extended warranties stated in the technical Sections of the Specifications.

2. Release of liens from contractor and all entitles of contractor.

3. Consent of Surety to Final Payment.

4. Contractor's Affidavit of Release of Liens (AlA G706A).

8/6/2019


5. Contractors Affidavit of Payment of Debts and Claims (AlA G706) 6. Certification of Payment of Prevailing Wage Rates (If applicable). 7. Contractor's certified statement that no asbestos containing material

was incorporated into the project.

8. Operation and Maintenance Manuals:

a. Furnish complete set of manuals in PDF format containing the manufacturer's instructions for maintenance and operation of each item of equipment and apparatus furnished under the contract and any additional data specifically required under the various Sections of the Specifications. Refer to Section 01330 - Submittals, for further requirements.

9. Project Record Documents:

a. As the work progresses, keep a complete and accurate record

of changes or deviations from the Contract Documents and the shop drawings, indicating the work as actually installed. Changes shall be neatly and correctly shown on the respective portion of the affected document, using blackline prints of the drawings affected, or the specifications, with appropriate supplementary notes. This record set of drawings, shop drawings, and specifications shall be kept at the job site for inspection by the Architect and Owner.

b. The records above shall be arranged in order, in accordance

with the various sections of the Specifications, and properly indexed. At the completion of the work, certify by endorsement thereof that each of the revised prints of the drawings and Specifications is complete and accurate. Prior to application for final payment, and as a condition to its approval by the Architect and Owner, deliver the record drawings and specifications, arranged in proper order, indexed, and endorsed as hereinbefore specified. Provide suitable transfer cases and deliver the records therein, indexed and marked for each division of the work.

c. No review or receipt of such records by the Architect or Owner

shall be a waiver of any deviation from the Contract Documents or the shop drawings or in any way relieve the Contractor from his responsibility to perform the work in accordance with the Contract Documents and the shop drawings to the extent they are in accordance with the Contract

8/6/2019


Documents.

10. Certificate of Occupancy: The Contractor shall obtain a Certificate of Occupancy and pay for these certificates and deliver them to the Architect.

1.08 EQUIPMENT SYSTEMS DEMONSTRATION

A. Upon completion of the work and tests, instruct the Owner's Representative in the operation, adjustment and maintenance of systems and equipment furnished.

B. The Owner will determine date of starting the instruction. The respective

Subcontractor shall provide instructions for each system installed. PART 2.00 - PRODUCTS (Not Used) PART 3.00 - EXECUTION (Not Used)


DRAWING LIST

M-0.0 MECHANICAL NOTES, SYMBOLS & ABBREVIATIONS

M-1.0 MECHANICAL FLOOR PLANS

M-2.0 MECHANICAL DETAILS & SCHEDULES

M-3.0 MECHANICAL SPECIFICATIONS

M-4.0 ELECTRICAL SPECIFICATIONS

TS TEMPERATURE SENSOR

SMOKE DETECTORSD

H HUMIDISTAT/SENSOR

TEMPERATURE CONTROLLER

MAY NOT APPEAR ON THE DRAWINGS.

NOTE: SOME SYMBOLS AND ABBREVIATIONS MAY OR

FLEXIBLE CONNECTION (PIPING)

OF FLOW

WATER FLOW METER

BALANCING VALVE

BALL VALVE

PUMP

OR

STRAINER

AIR VENT, AUTOMATIC

AIR VENT, MANUAL

PRESSURE GAUGE WITH COCK VALVE

OR

NUMBER INDICATES NOTE

DIRECTION OF FLOW

MECHANICAL NOTE REFERENCE,

TO EXISTING PIPING/DUCT

CONNECT PROVIDED PIPING/DUCT

THERMOMETER

GATE VALVE

ANGLE GLOBE VALVE

GLOBE VALVE

ANGLE GATE VALVE

BUTTERFLY VALVE

TWO WAY MOTORIZED

CONTROL VALVE

MOTORIZED VALVE

OS & Y

THREE WAY MOTORIZED

CONTROL VALVE

BACKFLOW PREVENTER

HOSE BIB

CHECK VALVE

HOSE END DRAIN

GAS COCK

CAP

PIPE COUPLING (JOINT)

PIPE CONNECTION, TOP

ELBOW, 90°

ELBOW, 45°

PIPE CONNECTION, BOTTOM

TRANSITION

PRV - PRESSURE REDUCING VALVE

QUICK CLOSING LEVER VALVE

(PRESSURE & TEMPERATURE)

SAFETY RELIEF VALVE (PRESS.)

UP

DN

PITCH UP IN DIRECTION

OF FLOW

PITCH DOWN IN DIRECTION

PIPING FLEX CONNECTION (DUCTWORK)

FLEXIBLE JOINT

M

O OCCUPANCY SENSOR

ISOLATION VALVE

#

S

T S

D

SYMBOL LIST

PIPING SYMBOLS

1. NOTES BELOW ARE NOT INTENDED TO REPLACE SPECIFICATIONS. SEE SPECIFICATIONS FOR REQUIREMENTS IN ADDITION TO

GENERAL NOTES.

2. CONTRACTOR SHALL VISIT THE SITE AND BECOME INFORMED AS TO THE NATURE AND SCOPE OF WORK REQUIRED BY

CONTRACT DOCUMENTS PRIOR TO BIDDING PROJECT.

3. PROVIDE ALL REQUIRED MATERIALS, LABOR, EQUIPMENT, AND SERVICES NECESSARY FOR THE INSTALLATION OF THE WORK

AS SHOWN ON THESE DRAWINGS OR SPECIFIED BY THE BASE BUILDING DRAWING AND SPECIFICATIONS.

4. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND ARRANGE FOR ALL REQUIRED INSPECTIONS IN

ACCORDANCE WITH STATE AND LOCAL GOVERNING CODES.

5. THE TERM "PROVIDE" SHALL MEAN "TO FURNISH, INSTALL, AND CONNECT COMPLETELY".

6. TURN OVER TO THE OWNER ALL MANUFACTURER'S WARRANTIES FOR EQUIPMENT AND MATERIALS PROVIDED.

7. WHERE THE CONTRACTOR PROPOSES TO USE AN ITEM OF EQUIPMENT OTHER THAN THAT SPECIFIED OR DETAILED ON THE

DRAWINGS WHICH REQUIRES ANY REDESIGN OF THE STRUCTURE, PARTITIONS, FOUNDATIONS, PIPING, WIRING OR ANY OTHER

PART OF THE MECHANICAL, ELECTRICAL OR ARCHITECTURAL LAYOUT, ALL SUCH REDESIGN AND ALL NEW DRAWINGS AND

DETAILING REQUIRED THEREFORE, SHALL BE PREPARED AT THE CONTRACTOR'S EXPENSE AND ARE SUBJECT TO THE REVIEW

AND APPROVAL OF THE OWNER OR HIS AUTHORIZED REPRESENTATIVE. OWNER RESERVES THE RIGHT TO HAVE THE

ARCHITECT OR ENGINEER OF HIS CHOICE PREPARE ANY REDESIGN WORK.

8. CONTRACTOR SHALL COORDINATE ELECTRICAL REQUIREMENTS OF MECHANICAL EQUIPMENT WITH THE ELECTRICAL

CONTRACTOR.

9. ALL WORK SHALL BE DONE WITH LICENSED WORKMEN IN ACCORDANCE WITH STATE AND LOCAL GOVERNING AUTHORITIES.

10. BEFORE SELECTING MATERIAL AND EQUIPMENT, AND PROCESSING THE WORK, INSPECT AREAS WHERE MATERIAL AND

EQUIPMENT ARE TO BE INSTALLED TO INSURE SUITABILITY AND CHECK NEEDED SPACE FOR PLACEMENT AND CLEARANCES.

11. BEFORE CUTTING AND DRILLING INTO BUILDING ELEMENTS, INSPECT AND LAYOUT WORK TO AVOID DAMAGING STRUCTURAL

ELEMENTS AND BUILDING UTILITIES.

12. CONTRACTOR RESPONSIBLE FOR REPAIR AND PAYMENT FOR ALL UTILITIES DAMAGE DURING CONSTRUCTION.

13. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION OF PROVIDED EQUIPMENT.

14. ALL SHOP DRAWINGS OF INDIVIDUAL COMPONENTS ARE TO BE SUBMITTED AS A COMPLETE PACKAGE.

15. HVAC DRAWINGS DO NOT NECESSARY SHOW ALL CONDITIONS OF BUILDING. CONTRACTOR TO USE ALL DRAWINGS AND

SPECIFICATIONS OF CONTRACT DOCUMENTS AND INSPECTION OF FIELD CONDITIONS.

16. HVAC PLANS, DETAILS AND ONE LINE DIAGRAMS SHOW THE GENERAL LOCATION AND ARRANGEMENT OF THE SYSTEM. THESE

ARE DIAGRAMMATIC AND DO NOT SHOW ALL OFFSETS, HANGERS, ACCESS DOORS, ETC. WHICH THE CONTRACTOR MUST

PROVIDE TO COMPLETE THE SYSTEM.

17. ALL WORK IN INTERIOR FINISHED SPACES EXCEPT INDICATED IS TO BE CONCEALED ABOVE CEILING. PROVIDE ALL NECESSARY

CUTTING, PATCHING, REPAINTING AND/OR REPLACEMENT OF FINISHES AS REQUIRED TO PERFORM COORDINATE WITH OTHER

DIVISIONS.

18. IF MANUFACTURER OF EQUIPMENT REQUIRES LARGER CAPACITY CIRCUITRY AND/OR EQUIPMENT THE CONTRACTOR SHALL

PROVIDE SUCH CAPACITY AND/OR EQUIPMENT UNDER THIS CONTRACT AT NO COST TO THE OWNER..

19. DO NOT SCALE DRAWINGS. CHECK EXISTING SPACE CONDITIONS AT THE JOB SITE.

20. DO NOT PENETRATE STAIR WALLS WITH ANY UTILITIES OR CONDUIT EXCEPT FOR UTILITIES SPECIFICALLY SERVING THAT STAIR.

21. PROVIDE FLEXIBLE JOINTS ON ALL PIPING WHERE PENETRATING ALL BUILDING EXPANSION JOINTS.

22. REFER TO SPECIFICATION SECTION "THROUGH PENETRATION FIRESTOP SYSTEMS" FOR ALL MATERIALS AND METHODS FOR

PENETRATION THROUGH FIRE AND SMOKE RATED ASSEMBLIES.

23. ALL PENETRATIONS THRU WALLS, ROOF, AND FLOORS TO BE COORDINATED BEFORE SITE WORK EXECUTION WITH

STRUCTURAL ENGINEERS.

24. CONTRACTOR SHALL SELECT AND PROVIDE EXPANSION JOINTS OR EXPANSION LOOPS AND ANCHORS AS REQUIRED TO

PREVENT TEMPERATURE EXPANSION STRESSES OF PIPES BASED ON ACTUAL INSTALLATION/CONDITIONS.

25. ELECTRICAL CHARACTERISTICS FOR MECHANICAL EQUIPMENT: EQUIPMENT OF HIGHER ELECTRICAL CHARACTERISTICS MAY BE

FURNISHED PROVIDED SUCH PROPOSED EQUIPMENT IS APPROVED IN WRITING AND CONNECTING ELECTRICAL SERVICES,

CIRCUIT BREAKERS, AND CONDUIT SIZES ARE APPROPRIATELY MODIFIED. IF MINIMUM ENERGY RATINGS OR EFFICIENCIES ARE

SPECIFIED, EQUIPMENT SHALL COMPLY WITH REQUIREMENTS.

26. COORDINATION DRAWINGS: DETAIL MAJOR ELEMENTS, COMPONENTS, AND SYSTEM PF MECHANICAL EQUIPMENT AND

MATERIALS IN RELATIONSHIPS WITH OTHER SYSTEMS, INSTALLATIONS, AND BUILDING COMPONENTS. SHOW SPACE

REQUIREMENTS FOR INSTALLATION AND ACCESS. INDICATE IF SEQUENCE AND COORDINATION ARE IMPORTANT TO EFFICIENT

FLOW OF THE WORK. INCLUDE THE FOLLOWING.

A. PLANNED PIPING LAYOUT, INCLUDING VALVE AND SPECIALTY LOCATIONS AND VALVE-STEM MOVEMENT.

B. CLEARANCES FOR INSTALLING AND MAINTAINING INSULATION.

C. CLEARANCES FOR SERVING AND MAINTAINING EQUIPMENT, ACCESSORIES, AND SPECIALTIES, INCLUDING SPACE FOR

DISASSEMBLY REQUIRED BY PERIODIC MAINTENANCE.

D. EQUIPMENT AND ACCESSORY SERVICE CONNECTIONS AND SUPPORT DETAILS.

E. EXTERIOR WALL AND FOUNDATION PENETRATIONS.

F. FIRE-RATED WALL AND FLOOR PENETRATION.

G. SIZES AND LOCATION OF REQUIRED CONCRETE PADS AND BASES.

H. SCHEDULING, SEQUENCING, MOVEMENT, AND POSITIONING OF EQUIPMENT INTO BUILDING DURING

CONSTRUCTION.

I. FLOOR PLANS, ELEVATIONS, AND DETAILS TO INDICATE PENETRATIONS, FLOORS, WALLS, AND CEILINGS AND THEIR

RELATIONSHIP TO OTHER PENETRATIONS AND INSTALLATIONS.

J. REFLECTED CEILING PLANS TO COORDINATE AND INTEGRATE INSTALLATION OF AIR OUTLETS, LIGHT FIXTURES,

COMMUNICATION SYSTEMS, COMPONENTS, SPRINKLERS, AND OTHER CEILING-MOUNTED ITEMS.

K. ACCESS DOOR AND ACCESS PANEL LOCATIONS, WITH FIRE-RATINGS REQUIRED TO MAINTAIN FIRE RATING OF

CONSTRUCTION, IN LOCATIONS AS REQUIRED FOR PROPER ACCESS FOR MAINTENANCE ADJUSTMENT, REPAIR AND

REMOVAL OF ALL EQUIPMENT AND DEVICES.

L. SCALE: MINIMUM 1/4"=1'-0" FOR FLOOR PLAN, 3/8"=1'-0" FOR MECHANICAL ROOMS.

27. ALL PENETRATIONS FOR THE INSTALLATION OF THE MECHANICAL SYSTEMS SHALL BE CAULKED AND SEALED FOR SMOKE AND

FIRE AS REQUIRED.

HVAC GENERAL NOTES

ACB ACTIVE CHILLED BEAM

AFS AIR FLOW MEASURING STATION

AC AIR CONDITIONING

ACC AIR COOLED CONDENSER UNIT (NO COMPRESSOR)

ACCU AIR COOLED CONDENSING UNIT

AD ACCESS DOOR

AHU AIR HANDLING UNIT

AL ALUMINUM DUCTWORK

ALD ALUMINUM DOUBLE WALL DUCTWORK

ALS ALUMINUM SINGLE WALL DUCTWORK

AS AIR SEPARATOR

AFF ABOVE FINISH FLOOR

AMPS AMPERE

B BOILER

BAL BALANCE

BD BAROMETRIC DAMPER

BDD DAMPER BACK DRAFT

BHP BREAK HORSEPOWER

BMS BUILDING MANAGEMENT SYSTEM

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT/HR

DWD DOUBLE WALL DUCTWORK

C-C COLUMN ENCLOSURE TO COLUMN ENCLOSRE

C-W COLUMN ENCLOSURE TO WALL

CA COMBUSTION AIR

CAV SINGLE DUCT VAV BOX

CB CHILLED BEAM

CENTRIF CENTRIFUGAL

CFM CUBIC FEET PER MINUTE

CF CHEMICAL FILL SYSTEM

CHWR CHILLED WATER RETURN

CHWS CHILLED WATER SUPPLY

CHTWR CHILLED WATER HIGH TEMPERATURE RETURN

CHTWS CHILLED WATER HIGH TEMPERATURE SUPPLY

CO CLEAN OUT

CWR CONDENSER WATER RETURN

CWS CONDENSER WATER SUPPLY

CW DOMESTIC COLD WATER

CV CONTROL VALVE

CMEU CEILING MOUNTED EVAPORATOR

CUH CABINET UNIT HEATER

DB DRY BULB

DC DIRECT CURRENT

DCS DUST COLLECTION SYSTEM

DEA DRYER EXHAUST AIR

DEF DRYER EXHAUST FAN

DIA OR Ø DIAMETER

DHW DOMESTIC HOT WATER HEATER

DN DOWN

DP DEW POINT

EA EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

EF EXHAUST FAN

ERDW ENERGY RECOVERY DEHUMIDIFICATION

ERHW ENERGY RECOVERY HEAT WHEEL

ESP EXTERNAL STATIC PRESSURE

ETC EXPANSION TANK (COOLING)

ETH EXPANSION TANK (HEATING)

EWT ENTERING WATER TEMPERATURE

EUH ELECTRIC UNIT HEATER

EXH EXHAUST

EXP EXPANSION

FC FLEXIBLE CONNECTOR

FD/AD FIRE DAMPER/ACCESS DOOR

FLG FLANGE

FCU FAN COIL UNIT

FMS FLOW MEASURING STATION

FPM FEET PER MINUTE

°F DEGREES FAHRENHEIT

FPS FEET PER SECOND

REF RADON EXHAUST FAN

FS FLOW SWITCH

FT FEET

FTR FIN-TUBE RADIATION

FT3 CUBIC FEET

GA GAUGE

GP GLYCOL PUMP/TANK SYSTEM

GPM GALLONS PER MINUTE

H HEAT CONTENT (BTU/lb)

H HUMIDISTAT

HC HEATING COIL

HD HEAD

HP HORSEPOWER

HT HEIGHT

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

HWS&R HOT WATER SUPPLY & RETURN

HWUR HOT WATER UNIT HEATER

HZ CYCLES

ID INSIDE DIAMETER

IN INCHES

KEA TYPE 1 KITCHEN HOOD EXHAUST

KEF KITCHEN EXHAUST FAN

KVA KILLOVOLT AMPERE

KW KILOWATTS

L LENGTH

LAT LEAVING AIR TEMPERATURE

LB POUNDS

LEA LAB EXHAUST AIR

LEF LAB EXHAUST FAN

LH LATENT HEAT

LWT LEAVING WATER TEMPERATURE

MD MOTORIZED DAMPER

MAU MAKE-UP AIR UNIT

MAX MAXIMUM

MBH THOUSAND BTU/HOUR

MIN MINIMUM

MTS MINUTES

MUW MAKE-UP WATER

MV MOTORIZED VALVE

NEG NEGATIVE

NG NATURAL GAS

NO NUMBER

NRS NON-RISING STEM

NTS NOT TO SCALE

OA OUTSIDE AIR

OBD OPPOSED BLADE DAMPER

OCPD OVER CURRENT PROTECTION DEVICE

OED OPEN END DUCT, TERMINATE WITH

STAINLESS STEEL BIRD SCREEN

OS&Y OUTSIDE STEM & YOKE

OP OIL PUMP

OT OIL TANK

P PUMP

PBD PARALLEL BLADE DAMPER

PEF PROCESS EXHAUST FAN

PH PHASE

PHWR POOL HOT WATER RETURN

PHWS POOL HAT WATER SUPPLY

PHWS&R POOL HAT WATER SUPPLY & RETURN

PNL PANEL

POS POSITIVE

PRESS PRESSURE

PRV PRESSURE RELIEF VALVE

PS PRESSURE SWITCH

PSIA POUNDS PER SQUARE INCH

ATMOSPHERE

PSIG POUNDS PER SQUARE INCH GAUGE

RA RETURN AIR

RDF RADON EXHAUST FAN

RECIRC RECIRCULATING

RH RELATIVE HUMIDITY

RP RADIANT PANEL

RPA RADIANT PANEL ALTERNATE

RPM REVOLUTIONS PER MINUTE

SA SUPPLY AIR

SATT SOUND ATTENUATOR

SCFM STANDARD CUBIC FEET/MINUTE

SENS SENSOR

SF SUPPLY FAN

SH SENSIBLE HEAT

SCP SHORT CIRCUIT CIRCULATION PUMP

SP STATIC PRESSURE

STP STANDARD TEMP & PRESSURE

SUP SUPPLY

SV SOLENOID VALVE

T&PV TEMP & PRESSURE RELIEF VALVE

SFD/AD COMBINATION SMOKE/FIRE DAMPER

TC TEST CONNECTION WITH ACCESS

DOOR

TEMP TEMPERATURE

T THERMOSTAT

TH TOTAL HEAT

TRA TRANSFER AIR

TRV RELIEF VALVE TEMP

TSP TOTAL STATIC PRESSURE

TS TEMPERATURE SENSOR

TYP TYPICAL

UH UNIT HEATER

UN UNIT

VAV VAV UNIT

VD VOLUME DAMPER

VT VENT

VLV VALVE

VI VIBRATION ISOLATOR

V VOLTS

W-W WALL TO WALL

W-C WALL TO COUMN ENCLOSURE

W WATTS

WB WET BULB

WG WATER GAUGE

WH WATER HEATER

WI WIDTH

WT WEIGHT

ABBREVIATIONS

EXISTING STEAM PIPING TO REMAIN

EXISTING PIPING TO BE REMOVED

11,LP

ELECTRICAL LEGEND

EXISTING SURFACE MOUNTED PANELBOARD

BRANCH CIRCUIT HOME RUN (ARROW INDICATES PANEL AND CIRCUIT NUMBER)

FUSED DISCONNECT SWITCH. AF= AMP-FRAME, AT= AMP-TRIP

DESCRIPTION

SYMBOL

TC

DIRT TRAP

PIPE ELBOW, TURNED UP

PIPE UNION, SWEAT

PIPE TEE

PIPE UNION, FLANGE

PIPE ELBOW, TURNED DOWN

PIPE TEE, OUTLET DOWN

PIPE UNION, SCREWED

PIPE TEE, OUTLET UP

XXAF

XXAT

STM

STM

EXISTING STEAM CONDENSATE PIPING TO REMAIN

NEW STEAM PIPING

NEW STEAM CONDENSATE PIPING COND

COND

Steam Heating System Alterations at:

Wooster Middle School150 Lincoln St.

Stratford, CT 06614

Au

g 0

2, 2

01

9 a

t 9

:2

7a

m

C:\U

se

rs\n

ick.g

arcia

\a

pp

da

ta

\lo

ca

l\te

mp

\A

cP

ub

lish

_1

49

2\M

0.0

.D

WG

nick.g

arcia

2321 Whitney Avenue - Hamden Center II - Hamden CT 06518

Ph: 203 239 4200 Fax: 203 234 7376

www.teamdtc.com

SNYDERARCHITECTS, LLCArchitecture . Planning . Construction Management

Trumbull, CT [email protected]

AutoCAD SHX Text

M

AutoCAD SHX Text

MV

AutoCAD SHX Text

AV

AutoCAD SHX Text

Project

AutoCAD SHX Text

Drawing Title

AutoCAD SHX Text

Drawing No.

AutoCAD SHX Text

Revisions

AutoCAD SHX Text

Issued

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Job No.

AutoCAD SHX Text

6400.1134

AutoCAD SHX Text

AS INDICATED

AutoCAD SHX Text

2725 Main Street Stratford, CT 06614

AutoCAD SHX Text

08/06/2019 ISSUED FOR BID

AutoCAD SHX Text

08/06/2019

AutoCAD SHX Text

MECHANICAL NOTES, LEGENDS & ABBREVIATIONS

AutoCAD SHX Text

M0.0

Brian

Typewritten Text

19-007

Brian

Line

WORK AREA

4"STM

8"STM

4"STM

2-1

/2

"S

TM

COND

2"STM

2-1/2"COND

1-1

/4

"C

ON

D

3"S

TM

2-1/2"COND

3"C

ON

D

3"COND

2-1/2"COND

12"STM

3"STM

12" STEAM HEADER

8"S

TM

2-1/2"COND 3"COND

4"COND

8"S

TM

4"COND

1-1/2"

1"

3"

3/4"

1-1/2"

1-1/2"

1-1/2"

3"

5

1

4

4

2

6

3

1

S

TOL

15AT

30AF

EX. PANEL 'A'

(15A/3P CB)

3#12, #12G, 3/4"C

EX. PANEL 'A'

(15A/1P CB)

2#12, #12G, 3/4"C

12

32

4"STM

8"STM

4"STM

2-1

/2

"S

TM

TANK TANK

COND

2"STM

2-1/2"COND

1-1

/4

"C

ON

D

3"S

TM

2-1/2"COND

3"C

ON

D

3"COND

2-1/2"COND

34x36

34

x3

6

3"GAS

12"STM

3"STM

12" STEAM HEADER

8"S

TM

2-1/2"COND 3"COND

8"S

TM

4"COND

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

4

4

2

3

10

1

6

5

7

7

8

BOILER

B-1

BOILER

B-2

3 3

9

2

2

11



Stratford, CT 06614

Au

g 0

2, 2

01

9 a

t 9

:2

7a

m

P:\2

01

8\1

81

86

S

tra

tfo

rd

O

n-C

all\1

57

W

oo

ste

r M

id

dle

S

ch

oo

l\1

07

- M

ech

an

ica

l\0

-C

urre

nt\M

1.0

.D

WG

nick.g

arcia


Ph: 203 239 4200 Fax: 203 234 7376

www.teamdtc.com



MECHANICAL BOILER ROOM PLAN

SCALE: 1/4 = 1'-0"

2

M1.0

MECHANICAL BOILER ROOM DEMOLITION PLAN

SCALE: 1/4 = 1'-0"

1

M1.0

KEY PLAN

MECHANICAL DEMOLITION PLAN NOTES:

DISCONNECT AND REMOVE EXISTING PNEUMATIC CONTROLS

COMPRESSOR TO ALLOW FOR INSTALLATION OF NEW BOILER

FEED UNIT. .

DISCONNECT AND REMOVE EXISTING COMBINATION VACUUM

BOILER FEED UNIT INCLUDING PUMPS AND CONTROLS IN ITS

ENTIRETY

REMOVE EXISTING CHEMICAL TREATMENT FEEDER UNIT WITH

ASSOCIATED PIPING/VALVES.

REMOVE EXISTING STEAM CONDENSATE RECEIVER TANKS WITH

ASSOCIATED PIPING/VALVES.

DISCONNECT AND REMOVE EXISTING BOILER FEED UNIT

INCLUDING PUMPS AND CONTROLS IN ITS ENTIRETY

REMOVE EXISTING STEAM PIPING AND CAP AT MAIN (ALT#1)

EXISTING STEAM PIPING TO REMAIN.

EXISTING STEAM CONDENSATE RETURN PIPING TO REMAIN.

REMOVE EXISTING/ABANDONED BOILER (SEE ADD ALT#1 NOTE)

REMOVE EXISTING VERTICAL BREECHING AND CAP AT MAIN (SEE

ADD ALT#1 NOTE)

REMOVE EXISTING COMBUSTION AIR LOUVER/DAMPERS AND

CONTROL CONDUIT TO ALLOW FOR BOILER FEED UNIT

INSTALLATION. REINSTALL UPON COMPLETION OF NEW WORK.

1

2

3

4

5

6

7

8

ELECTRICAL DEMOLITION PLAN NOTES:

DISCONNECT ELECTRICAL CONNECTION FROM EXISTING

MECHANICAL UNIT. MAINTAIN DISCONNECT SWITCH AND ALL

ASSOCIATED WIRING AND CONDUIT FOR REPLACEMENT

MECHANICAL UNIT TO BE RECONNECTED.

DISCONNECT ELECTRICAL CONNECTION FROM EXISTING

MECHANICAL UNIT AND REMOVE ALL ASSOCIATED WIRING AND

CONDUIT BACK TO SOURCE. REMOVE DISCONNECT SWITCH AND

SOURCE CIRCUIT BREAKER.

EXISTING ELECTRICAL PANELS TO REMAIN.

1

2

3

MECHANICAL PLAN NOTES:

PROVIDE NEW BOILER FEED UNIT INCLUDING TANK, DUPLEX

PUMPS, AND CONTROL PANEL MOUNTED ON 4" HIGH CONCRETE

PAD. SEE DETAIL ON DWG M-2.0.

PROVIDE NEW STEAM CONDENSATE RETURN PIPING - CONNECT

TO EXISTING 4" AT GATE VALVE AND EXTEND TO BOILER FEED

UNIT INLET STRAINER.

PROVIDE NEW MAKE-UP WATER PIPING WITH BACKFLOW

PREVENTER - CONNECT TO EXISTING AND EXTEND TO BOILER

FEED UNIT WITH SOLENOID VALVE.

PROVIDE NEW PUMP DISCHARGE PIPING FROM DUPLEX PUMPS

TO EXISTING RETURN PIPING AS INDICATED.

PROVIDE NEW CHEMICAL FILTER FEEDER UNIT - SEE DETAIL ON

DWG M-2.0.

PROVIDE TANK DRAIN PIPING - SPILL TO EXISTING FLOOR DRAIN.

1

2

3

4

ADD ALTERNATE #1:

REMOVE EXISTING ABANDONED STEAM BOILER INCLUDING ALL

ASSOCIATED STEAM AND CONDENSATE RETURN PIPING, GAS TRAIN,

FUEL OIL PIPING, BOILER CONTROLS, FLUE BREECHING, AND CONCRETE

PAD. CONNECTED PIPING AND BREECHING SHALL BE REMOVED SAFE

CLEAR DISTANCE FROM BOILER AND CAPPED WITH SAME MATERIAL.

REMOVAL AND REINSTALLATION OF EXISTING PNEUMATIC CONTROLS

COMPRESSOR IS NOT REQUIRED IF ALTERNATE WORK IS APPROVED.

5

6

ELECTRICAL PLAN NOTES:

EXISTING ELECTRICAL PANEL 'A'. SIEMENS: 125A MLO, 208Y/120,

3PH, 4W.

EXISTING ELECTRICAL BOX.

RECONNECT EXISTING ELECTRICAL CONNECTION TO MECHANICAL

UNIT.

PROVIDE NEW ELECTRICAL CIRCUIT TO MECHANICAL UNIT AS

SHOWN ON PLANS. CONNECT TO AN EXISTING SPARE BREAKER IN

SOURCE PANEL.

1

2

3

4

9

10

11

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

ROOM

AutoCAD SHX Text

BOILER

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

STAIR

AutoCAD SHX Text

ROOM

AutoCAD SHX Text

BOILER

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

STAIR

AutoCAD SHX Text

ROOM

AutoCAD SHX Text

BOILER

AutoCAD SHX Text

Project

AutoCAD SHX Text

Drawing Title

AutoCAD SHX Text

Drawing No.

AutoCAD SHX Text

Revisions

AutoCAD SHX Text

Issued

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Job No.

AutoCAD SHX Text

6400.1134

AutoCAD SHX Text

AS INDICATED

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

08/06/2019

AutoCAD SHX Text

MECHANICAL FLOOR PLANS

AutoCAD SHX Text

M1.0

AutoCAD SHX Text

0

AutoCAD SHX Text

4'

AutoCAD SHX Text

4'

AutoCAD SHX Text

2'

AutoCAD SHX Text

0

AutoCAD SHX Text

4'

AutoCAD SHX Text

4'

AutoCAD SHX Text

2'

Brian

Typewritten Text

19-007

Brian

Line

M-2.0

1

FLOW

BALL VALVE (TYP.)

1" PIPE (TYP.)

TO NEAREST FLOOR

DRAIN.

FROM HWS HEADER ON

DISCHARGE SIDE OF

PRIMARY LOOP PUMPS

SPRING-LOADED

SWING CHECK VALVE

(TYP.)

CHEMICAL

FEEDER

TANK

MANUAL AIR

VENT

GLOBE VALVE

FILL FUNNEL

NOT TO SCALE

NOTES:

1. CHEMICAL FEEDER SHALL BE EQUAL TO NEPTUNE FILTER FEEDER MODEL FTF-5DB (5 GALLON CAPACITY) WITH BOTTOM DRAIN.

2. MOLYBDENUM CORROSION INHIBITOR (JAMESTOWN TECHNOLOGIES MOLYGARD 140) SHALL BE ADDED TO HEATING SYSTEM TO MAINTAIN

50-150 PPM MOLYBDENUM RANGE.

TO HWR HEADER ON

SUCTION SIDE OF

PRIMARY LOOP PUMPS

1" PIPE (TYP.)

HIGH PRESSURE

FLOW SIGHT

NEMA 2 - CONTROL PANEL (UL LISTED)

(STARTERS, FUSED DISCONNECTS,

CIRCUIT TRANSFORMER, & POWER

CONTROL RELAY)

MANHOLE

DISCHARGE

PRESSURE GAUGE

CHECK VALVE

BALANCE VALVE

PUMP DISCHARGE

TO BOILER(S)

SYSTEM CONDENSATE

RETURN

TO DRAIN

GATE VALVE

WATER LEVEL GAUGE GLASS

(W/ SHUTOFF VALVE)

DIAL THERMOMETER

CAST IRON INLET

STRAINER

LIFTING SUPPORT

FULL SIZE VENT LINE

PIPED TO ATMOSPHERE

UNION

Pump

Auto

Off

Hand Auto

ITT

Hand

Domestic

Pump

Off

OVERFLOW LOOP

TO VENT

MAKE-UP SUPPLY

LOOP

FILL

TO DRAIN

WATER MAKE-UP

POINT

"Y" STRAINER

1" SOLENOID VALVE

MANUAL FILL BY-PASS

CONDENSATE PUMP (2-STAGE

2' NPSH) RATED FOR 210F AND

SCHEDULED CAPACITY

ISOLATION VALVE

LIQUID TIGHT CONDUIT

VENT

Hand

ITT

Domestic

Hand

Pump

Off

Auto

Pump

Off

Auto

LOW WATER

CUT-OFF

HIGH LEVEL ALARM

STEEL RECEIVER

(W/ REQ'D NPT

OPENINGS)

MAKE-UP SWITCH

OVERFLOW

M-2.0

2

NOT TO SCALE



Stratford, CT 06614

Au

g 0

2, 2

01

9 a

t 9

:2

7a

m

C:\U

se

rs\n

ick.g

arcia

\a

pp

da

ta

\lo

ca

l\te

mp

\A

cP

ub

lish

_1

49

2\M

0.0

.D

WG

nick.g

arcia


Ph: 203 239 4200 Fax: 203 234 7376

www.teamdtc.com



AutoCAD SHX Text

CHEMICAL FEEDER DETAIL

AutoCAD SHX Text

BOILER FEED UNIT DETAIL

AutoCAD SHX Text

Project

AutoCAD SHX Text

Drawing Title

AutoCAD SHX Text

Drawing No.

AutoCAD SHX Text

Revisions

AutoCAD SHX Text

Issued

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Job No.

AutoCAD SHX Text

6400.1134

AutoCAD SHX Text

AS INDICATED

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

08/06/2019

AutoCAD SHX Text

MECHANICAL DETAILS & SCHEDULES

AutoCAD SHX Text

M2.0

Brian

Typewritten Text

19-007

Brian

Line

1 GENERAL INSTRUCTIONS

1-1 GENERAL REQUIREMENTS

AFTER CAREFULLY STUDYING THE DRAWINGS AND SPECIFICATIONS, AND BEFORE SUBMITTING THE

PROPOSAL, EACH BIDDER SHALL VISIT THE SITE TO ASCERTAIN EXISTING CONDITIONS, AND THE NATURE

AND EXACT QUANTITY OF WORK TO BE PERFORMED. NO EXTRA COMPENSATION WILL BE AWARDED IF THE

CONTRACTOR FAILS TO NOTIFY THE OWNER, IN WRITING, OF ANY DISCREPANCIES THAT HE MAY HAVE

NOTICED BETWEEN THE EXISTING CONDITIONS AND THE DRAWINGS AND SPECIFICATIONS.

REQUIREMENTS UNDER DlVlSlON 01 AND THE GENERAL AND SUPPLEMENTARY CONDITIONS OF THESE

SPECIFICATIONS SHALL BE A PART OF THlS SECTION. CONTRACTOR SHALL BECOME THOROUGHLY ITS

ACQUAINTED WlTH CONTENTS AS TO REQUIREMENTS THAT MAY AFFECT THlS DlVlSlON OR SECTION. THE

WORK REQUIRED UNDER THlS SECTION INCLUDES MATERIAL, EQUIPMENT, APPLIANCES,

TRANSPORTATION, SERVICES, AND LABOR REQUIRED FOR COMPLETION OF THE ENTIRE SYSTEM AS

REQUIRED BY THE DRAWINGS AND SPECIFICATIONS.

THE SPECIFICATIONS AND DRAWINGS FOR THE PROJECT ARE COMPLEMENTARY, AND PORTIONS OF THE

WORK DESCRIBED IN ONE, SHALL BE PROVIDED AS IF DESCRIBED IN BOTH. IN THE EVENT OF

DISCREPANCIES, NOTIFY THE ENGINEER AND REQUEST CLARIFICATION PRlOR TO PROCEEDING WITH THE

WORK INVOLVED.

1-2 CODES, REGULATIONS AND STANDARDS

WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING CODES AND STANDARDS:

1. 2018 CT STATE BUILDING CODE WITH ERRATA.

2. 2015 INTERNATIONAL BUILDING CODE AND REFERENCED PUBLICATIONS.

3. 2015 INTERNATIONAL MECHANICAL CODE AND REFERENCED PUBLICATIONS.

4. 2017 NATIONAL ELECTRIC CODE NFPA 70.

5. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA).

6. OTHER STATE AND LOCAL CODES.

1-3 PRE-BID SlTE VlSIT

PRlOR TO SUBMITTING BID, CONTRACTOR TO VISIT THE SlTE OF THE PROPOSED WORK AND BECOME FULLY

INFORMED AS TO THE CONDITIONS UNDER WHlCH THE WORK IS TO BE DONE. CONTRACTOR TO COMPARE

EXISTING CONDITIONS WITH DRAWINGS AND SPECIFICATIONS, AND SATISFY HIMSELF OF ALL CONDITIONS

PRIOR TO THE SUBMISSION OF A BID. FAILURE TO DO SO IS NOT CONSIDERED SUFFICIENT JUSTIFICATION

TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE.

THE CONTRACTOR SHALL VERIFY MEASUREMENTS OF HIS OWN, OR OTHERS, AT THE SITE, AND SHALL BE

RESPONSIBLE FOR CORRECTNESS OF SAME AS RELATED TO HIS WORK.

1-4 PERMITS, FEES AND INSPECTIONS

THE CONTRACTOR SHALL GIVE ALL NECESSARY NOTICES, OBTAIN ALL PERMITS AND SHALL INCLUDE IN HIS

BID THE COST OF REQUIRED GOVERNMENT AND STATE SALES APPLICABLE FEES. THE CONTRACTOR

SHALL FILE ALL DRAWINGS, COMPLETE ALL DOCUMENTS AND OBTAIN ALL NECESSARY APPROVALS FROM

THE PROPER AUTHORITY OR AGENCY HAVING JURISDICTION, OBTAIN ALL REQUIRED CERTIFICATES OF

INSPECTION COVERING HIS WORK. THE CONTRACTOR SHALL SEE THAT ALL REQUIRED INSPECTIONS AND

TESTS ARE MADE AND SHALL COOPERATE TO MAKE THESE TESTS AS THOROUGH AND AS READILY MADE

AS POSSIBLE.

1-5 MATERIALS AND WORKMANSHIP

PROVIDE NEW MATERIAL, EQUIPMENT, AND APPARATUS UNDER THlS CONTRACT UNLESS OTHERWISE

STATED HEREIN, OF BEST QUALITY NORMALLY USED FOR THE PURPOSE IN GOOD COMMERCIAL PRACTICE.

AND FREE FROM DEFECTS. MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR SHOWN ON THE

DRAWINGS ARE NOT NECESSARILY INTENDED TO DESIGNATE THE REQUIRED TRIM, WRITTEN

DESCRIPTIONS OF THE TRlM GOVERN MODEL NUMBERS.

PIPE, PlPE FITTINGS, PlPE SPECIALTIES AND VALVES SHALL BE MANUFACTURED IN PLANTS LOCATED IN

THE UNITED STATES.

WORK PERFORMED UNDER THIS CONTRACT SHALL RESULT IN A NEAT AND "WORKMANLIKE" APPEARANCE

WHEN COMPLETED, TO THE SATISFACTION OF THE ARCHITECT AND ENGINEER. WORKMANSHIP SHALL BE

THE FINEST POSSIBLE BY EXPERIENCED MECHANICS. INSTALLATIONS SHALL COMPLY WlTH APPLICABLE

CODES AND LAWS.

THE COMPLETE INSTALLATION SHALL FUNCTION AS DESIGNED AND INTENDED WITH RESPECT TO

EFFICIENCY, CAPACITY, NOlSE LEVEL, ETC. ABNORMAL NOlSE CAUSED BY RATTLING EQUIPMENT, PIPING,

DUCTS, AIR DEVICES, AND SQUEAKS IN ROTATING COMPONENTS WlLL NOT BE ACCEPTABLE. IN GENERAL,

MATERIALS AND EQUIPMENT SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY

AND RESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTED.

REPAIR OR REPLACE PUBLIC AND PRIVATE PROPERTY DAMAGED AS A RESULT OF WORK PERFORMED

UNDER THIS CONTRACT TO THE SATISFACTION OF AUTHORITIES AND REGULATIONS HAVING JURISDICTION.

1-6 DEFINITIONS

FURNISH: THE TERM "FURNISH" IS USED TO MEAN "SUPPLY AND DELIVER TO THE PROJECT SITE, READY

FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION AND SIMILAR OPERATIONS."

INSTALL: THE TERM "INSTALL" IS USED TO DESCRIBE OPERATIONS AT THE PROJECT SITE INCLUDING THE

ACTUAL "UNLOADING, UNPACKING, ASSEMBLY, ERECTION, PLACING, ANCHORING, APPLYING, WORKING TO

DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, AND SIMILAR OPERATIONS."

PROVIDE: THE TERM "PROVIDE" MEANS T0 FURNISH AND INSTALL, COMPLETE AND READY FOR THE

INTENDED USE."

FURNISHED BY OWNER OR FURNISHED BY OTHERS: THE ITEM WlLL BE FURNISHED BY THE OWNER OR

OTHERS. IT IS TO BE INSTALLED AND CONNECTED UNDER THE REQUIREMENTS OF THlS DIVISION,

COMPLETE AND READY FOR OPERATION, INCLUDING ITEMS INCIDENTAL TO THE WORK, INCLUDING

SERVICES NECESSARY FOR PROPER INSTALLATION AND OPERATION. THE INSTALLATION SHALL BE

INCLUDED UNDER THE GUARANTEE REQUIRED BY THlS DIVISION.

ENGINEER: WHERE REFERENCED IN THlS DIVISION, "ENGINEER" IS THE ENGINEER OF RECORD AND THE

DESIGN PROFESSIONAL FOR THE WORK UNDER THlS DIVISION, AND IS A CONSULTANT TO, AND AN

AUTHORIZED REPRESENTATIVE OF, THE ARCHITECT, AS DEFINED IN THE GENERAL AND/OR

SUPPLEMENTARY CONDITIONS, WHEN USED IN THlS DIVISION, IT MEANS INCREASED INVOLVEMENT BY,

AND OBLIGATIONS TO, THE ENGINEER, IN ADDITION TO INVOLVEMENT BY, AND OBLIGATIONS TO, THE

"ARCHITECT".

AHJ: THE LOCAL CODE AND/OR INSPECTION AGENCY (AUTHORITY) HAVING JURISDICTION OVER THE WORK.

THE TERMS "APPROVED EQUAL," "EQUIVALENT," OR "EQUAL" ARE USED SYNONYMOUSLY AND SHALL MEAN

"ACCEPTED BY OR ACCEPTABLE TO THE ENGINEER AS EQUIVALENT TO THE ITEM OR MANUFACTURER

SPECIFIED".

THE TERM "APPROVED" SHALL MEAN LABELED, LISTED, OR BOTH, BY A NATIONALLY RECOGNIZED TESTING

LABORATORY (E.G. UL, ETL, CSA) AND ACCEPTABLE TO THE AHJ OVER THlS PROJECT.

1-7 SUBSTITUTIONS

THE BASE BID SHALL INCLUDE ONLY THE PRODUCTS FROM MANUFACTURERS SPECIFICALLY NAMED IN THE

DRAWINGS AND SPECIFICATIONS. NO SUBSTITUTION WlLL BE CONSIDERED PRlOR TO RECEIPT OF BIDS

UNLESS WRlTTEN REQUEST FOR APPROVAL TO BID HAS BEEN RECEIVED BY THE ENGINEER AT LEAST TEN

CALENDAR DAYS PRlOR TO THE DATE FOR RECEIPT OF BIDS. EACH SUCH REQUEST SHALL INCLUDE THE

NAME OF THE MATERIAL OR EQUIPMENT FOR WHlCH IT IS TO BE SUBSTITUTED AND A COMPLETE

DESCRIPTION OF THE PROPOSED SUBSTITUTE INCLUDING DRAWINGS, CUTS, PERFORMANCE AND TEST

DATA, AND OTHER INFORMATION NECESSARY FOR AN EVALUATION. A STATEMENT SETTlNG FORTH

CHANGES IN OTHER MATERIALS, EQUIPMENT OR OTHER WORK THAT INCORPORATION OF THE SUBSTITUTE

WOULD REQUIRE SHALL BE INCLUDED. THE BURDEN OF PROOF OF THE MERIT OF THE PROPOSED

SUBSTITUTE IS UPON THE PROPOSER. THE ENGINEER'S DECISION OF APPROVAL OR DISAPPROVAL TO BID

OF A PROPOSED SUBSTITUTION SHALL BE FINAL.

THE TERMS "APPROVED," "APPROVED EQUAL," OR "EQUAL", REFER TO APPROVAL BY THE ENGINEER AS AN

ACCEPTABLE ALTERNATE BID. NO SUBSTITUTIONS WlLL BE CONSIDERED THAT ARE NOT BID AS AN

ALTERNATE. NO MATERIAL SUBSTITUTIONS SHALL BE CONSIDERED FOR APPROVAL PRlOR TO AWARD OF

CONTRACT.

COORDINATE AND VERIFY WlTH OTHER TRADES WHETHER OR NOT THE SUBSTITUTED EQUIPMENT CAN

BE INSTALLED AS SHOWN ON THE CONSTRUCTION DRAWINGS WITHOUT MODIFICATION TO ASSOCIATED

SYSTEMS OR ARCHITECTURAL OR ENGINEERING DESIGN. INCLUDE ADDITIONAL COSTS FOR

ARCHITECTURAL AND ENGINEERING DESIGN FEES IN BID IF DRAWING MODIFICATIONS ARE REQUIRED

BECAUSE OF SUBSTITUTED EQUIPMENT.

1-8 SHOP DRAWINGS AND SUBMITTALS

UPON BEING AWARDED A CONTRACT, SUBMIT TO THE ARCHITECT FOR APPROVAL, SIX (6) COPIES OF

MANUFACTURER'S SHOP DRAWINGS FOR EQUIPMENT TO BE FURNISHED UNDER THIS CONTRACT, ITEMS

REQUIRING COORDINATION BETWEEN CONTRACTORS, AND SHEET METAL DUCTWORK FABRICATION

DRAWINGS. BEFORE SUBMITTING SHOP DRAWINGS AND MATERIAL LISTS, VERIFY THAT EQUIPMENT

SUBMITTED IS MUTUALLY COMPATIBLE AND SUITABLE FOR THE INTENDED USE, AND WILL FIT THE

AVAILABLE SPACE AND ALLOW AMPLE ROOM FOR MAINTENANCE.

THE ENGINEER'S CHECKING AND SUBSEQUENT APPROVAL OF SUCH SHOP DRAWINGS WILL NOT RELIEVE

THE CONTRACTOR FROM RESPONSIBILITY FOR ERROR IN DIMENSIONS, DETAILS, SIZE OF MEMBERS,

QUANTITIES, OMISSIONS OF COMPONENTS OR FITTINGS; COORDINATION OF ELECTRICAL

REQUIREMENTS; OR FOR COORDINATING ITEMS WITH ACTUAL BUILDING CONDITIONS. PROCEED WITH

THE PROCUREMENT AND INSTALLATION OF EQUIPMENT ONLY AFTER RECEIVING APPROVED SHOP

DRAWINGS RELATIVE TO EACH ITEM.

CATALOG DATA SHALL BE PROPERLY BOUND, IDENTIFIED, INDEXED AND TABBED IN A 3-RING BINDER.

EACH ITEM OR MODEL NUMBER SHALL BE CLEARLY MARKED AND ACCESSORIES INDICATED. LABEL THE

CATALOG DATA WITH THE EQUIPMENT IDENTIFICATION ACRONYM OR NUMBER AS USED ON THE

DRAWINGS AND INCLUDE PERFORMANCE CURVES, CAPACITIES, SIZES, MATERIALS, FINISHES, WIRING

DIAGRAMS AND DEVIATIONS FROM SPECIFIED EQUIPMENT OR MATERIALS. MARK OUT INAPPLICABLE

ITEMS. SHOP DRAWINGS WILL BE RETURNED WITHOUT REVIEW IF THE ABOVE MENTIONED

REQUIREMENTS ARE NOT MET.

1-9 COORDINATION

COORDINATE WORK WlTH OTHER TRADES SO THAT THE VARIOUS COMPONENTS OF THE SYSTEMS WlLL

BE INSTALLED AT THE PROPER TIME. WlLL FIT THE AVAILABLE SPACE, AND WlLL ALLOW PROPER SEWICE

ACCESS TO THOSE ITEMS REQUIRING MAINTENANCE. COMPONENTS WHlCH ARE INSTALLED WITHOUT

REGARD TO THE ABOVE SHALL BE RELOCATED AT NO ADDITIONAL COST TO THE OWNER.

UNLESS OTHERWISE INDICATED, THE GENERAL CONTRACTOR WlLL PROVIDE OPENINGS IN BUILDING

CONSTRUCTION REQUIRED FOR INSTALLATION OF THE SYSTEMS SPECIFIED HEREIN. CONTRACTOR

SHALL FURNISH THE GENERAL CONTRACTOR WITH INFORMATION WHERE CHASES AND OPENINGS ARE

REQUIRED. KEEP INFORMED AS TO THE WORK OF OTHER TRADES ENGAGED IN THE CONSTRUCTION OF

THE PROJECT, AND EXECUTE WORK IN A MANNER AS TO NOT INTERFERE WlTH OR DELAY THE WORK OF

OTHER TRADES.

FIGURED DIMENSIONS SHALL BE TAKEN IN PREFERENCE TO SCALE DIMENSIONS. CONTRACTOR SHALL

TAKE HIS OWN MEASUREMENTS AT THE BUILDING, AS VARIATIONS MAY OCCUR. CONTRACTOR WlLL BE

HELD RESPONSIBLE FOR ERRORS THAT COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND

INSPECTION.

PROVIDE MATERIALS WITH TRIM THAT WILL PROPERLY FIT THE TYPES OF CEILING, WALL, OR FLOOR

FINISHES ACTUALLY INSTALLED. MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR SHOWN ON THE

DRAWINGS ARE NOT INTENDED TO DESIGNATE THE REQUIRED TRIM.

1-10 PROTECTION OF EQUIPMENT AND MATERIALS

STORE AND PROTECT FROM DAMAGE EQUIPMENT AND MATERIALS DELIVERED TO JOB SITE. COVER

WITH WATERPROOF, TEAR-RESISTANT, HEAVY TARP OR POLYETHYLENE PLASTIC AS REQUIRED TO

PROTECT FROM PLASTER, DIRT, PAINT, WATER. OR PHYSICAL DAMAGE. EQUIPMENT AND MATERIAL

THAT HAS BEEN DAMAGED BY CONSTRUCTION ACTIVITIES WILL BE REJECTED, AND CONTRACTOR IS

OBLIGATED TO FURNISH NEW EQUIPMENT AND MATERIAL OF A LIKE KIND.

KEEP PREMISES BROOM CLEAN FROM FOREIGN MATERIAL CREATED DURING WORK PERFORMED UNDER

THIS CONTRACT. PIPING, EQUIPMENT, ETC. SHALL HAVE A NEAT AND CLEAN APPEARANCE AT THE

TERMlNATlON OF THE WORK.

PLUG OR CAP OPEN ENDS OF PlPlNG SYSTEMS WHILE STORED AND INSTALLED DURING CONSTRUCTION

WHEN NOT IN USE TO PREVENT THE ENTRANCE OF DEBRIS INTO THE SYSTEMS.

1-11 MAINTENANCE OF EXISTING FACILITIES AND CONDUCT OF WORK

THIS FACILITY WILL BE OCCUPIED AND IN OPERATION DURING THE PROGRESS OF THE WORK; WHEN

NECESSARY TO TEMPORARILY HALT BUILDING EGRESS OR FLOW OF PERSONNEL TRAFFIC, CONFER

WITH THE OWNER AND ARRANGE THE PERIOD OF INTERRUPTION FOR A TIME MUTUALLY AGREED UPON;

IT IS REQUIRED THAT THE WORK INDICATED AND/OR SPECIFIED SHALL BE CARRIED OUT WITH A MINIMUM

OF INTERFERENCE TO THE ESTABLISHED ROUTINE OF THE OCCUPANTS.

NO WORK SHALL BE LEFT INCOMPLETE NOR ANY HAZARDOUS SITUATIONS CREATED WHICH WILL

AFFECT THE LIFE OR SAFETY OF THE PUBLIC AND/OR BUILDING OCCUPANTS; AT NO TIME SHALL THE

WORK INTERFERE WITH OR CUTOFF ANY OF THE EXISTING SERVICES WITHOUT THE OWNER'S WRITTEN

PERMISSION.

PROVIDE, ERECT, MAINTAIN AND BE RESPONSIBLE FOR THE SAFE AND LEGAL USE OF SCAFFOLDING OR

ADDITIONAL BRACING AND SERVICES THAT MAY BE REQUIRED FOR THE DELIVERY OR ERECTION OF THE

EQUIPMENT AND CONSTRUCTION MATERIALS PROVIDED OR INSTALLED UNDER THIS CONTRACT;

DETERMINE THE SPECIFIC ARRANGEMENTS FOR FURNISHING AND USE OF SUCH SCAFFOLDING

EQUIPMENT, AND REMOVE SUCH EQUIPMENT WHEN IT IS NO LONGER REQUIRED.

WHEN NECESSARY TO TEMPORARILY DISCONNECT ANY EXISTING BUILDING UTILITIES AND SERVICE

SYSTEMS, INCLUDING FEEDER OR BRANCH CIRCUIT SUPPLYING EXISTING FACILITIES, CONFER WITH THE

OWNER AND ARRANGE THE PERIOD OF INTERRUPTION FOR A MUTUALLY AGREED UPON TIME.

MAINTAIN EXISTING ELECTRICAL SERVICES IN THE BUILDING AREAS NOT AFFECTED BY THE

ALTERATIONS DURING THE PROGRESS OF THE WORK INCLUDING PROVIDING TEMPORARY JUMPERS,

CONDUITS, CAPS, PROTECTIVE DEVICES, CONNECTIONS AND EQUIPMENT REQUIRED.

1-12 BUILDING OPERATIONS

COMPLY WlTH THE SCHEDULE OF OPERATIONS AS OUTLINED IN THE ARCHITECTURAL PORTIONS OF THlS

SPECIFICATION. BUILDING SHALL BE IN CONTINUOUS OPERATION. ACCOMPLISH WORK REQUIRING

INTERRUPTION OF BUILDING OPERATION AT A TlME WHEN THE BUILDING IS NOT IN OPERATION, AND

ONLY WlTH WRITTEN APPROVAL OF BUILDING OWNER. COORDINATE INTERRUPTION OF BUILDING

OPERATION WlTH THE OWNER A MINIMUM OF SEVEN DAYS IN ADVANCE OF WORK.

1-13 CUTTING AND PATCHING

PERFORM CUTTING OF WALLS, FLOORS, CEILINGS, ETC., AS REQUIRED, TO INSTALL WORK UNDER THlS

SECTION. OBTAIN PERMISSION FROM THE ARCHITECT PRlOR TO CUTTING. DO NOT CUT OR DISTURB

STRUCTURAL MEMBERS WITHOUT PRlOR APPROVAL FROM THE ARCHITECT. CUT ALL THE HOLES AS

SMALL AS POSSIBLE. GENERAL CONTRACTOR SHALL PATCH WALLS, FLOORS, ETC. AS REQUIRED BY

WORK UNDER THlS SECTION. PATCHING SHALL MATCH THE ORIGINAL MATERIAL AND CONSTRUCTION.

REPAIR AND REFINISH THE AREAS DISTURBED BY WORK TO THE CONDITION OF ADJOINING SURFACES IN

A MANNER SATISFACTORY TO THE ARCHITECT.

1-14 PENETRATIONS

SEAL MECHANICAL FLOOR, EXTERIOR WALL AND ROOF PENETRATIONS WATERTIGHT AND

WEATHERTIGHT. SEAL AROUND MECHANICAL PENETRATIONS WlTH 3M CP-25 FlRE BARRIER CAULK

(THICKNESS AS REQUIRED AND RECOMMENDED BY MANUFACTURER) TO MAINTAIN FlRE RESISTANCE

RATING OF FIRE-RATED ASSEMBLIES.

1-15 GUARANTEE

THE WORK TO BE PERFORMED UNDER CONTRACT SHALL INCLUDE THE FURNISHING, INSTALLATION AND

CONNECTION OF MECHANICAL SYSTEMS INDICATED ON THE DRAWINGS AND IN THE SPECIFICATIONS. BY

SIGNING THE CONTRACT, THE CONTRACTOR ACKNOWLEDGES THAT HE HAS ACQUAINTED HIMSELF WITH

THE SITE AND THE EXISTING CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED, AND THE

DRAWINGS AND SPECIFICATIONS PERTAINING THERETO, AND HE INDICATES THAT HE WILL COMPLY WITH

THE REQUIREMENTS AND INTENT OF PERTINENT DOCUMENTS IN THE PERFORMANCE OF THE WORK.

GUARANTEE THAT THE WORK INSTALLED UNDER THIS CONTRACT IS FREE OF DEFECTS IN

WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF JOB ACCEPTANCE

BY THE OWNER. THIS SHALL INCLUDE A GUARANTEE OF FREE CIRCULATION OF LIQUIDS THROUGHOUT

THE SYSTEMS AS INTENDED WITHOUT LEAKS, EXCESSIVE NOISE, OR WATER HAMMER.

IF DEFECTS OCCUR DURING THE ONE YEAR GUARANTEE PERIOD, REPAIR OR REPLACE SUCH DEFECTS

AT NO EXPENSE TO THE OWNER, AND TO THE SATISFACTION OF THE OWNER, ARCHITECT, AND

ENGINEER.

1-16 RECORD OR "AS-BUILT" DRAWINGS

REPRODUCIBLE RECORD OR "AS-BUILT" DRAWINGS, TO SUBMIT THREE COPIES OF CONTRACTOR TO

SEE DlVlSlON 01 AND PROVIDE AN ACCURATE AND COMPLETE RECORD OF THE WORK AS INSTALLED.

GENERAL CONDITIONS FOR ADDITIONAL INFORMATION.

1-17 ALTERNATES

REFER TO THE ARCHITECTURAL PORTION OF THE SPECIFICATION FOR LIST OF ALTERNATES.

APPLICABLE SECTIONS OF THE BASE SPECIFICATIONS SHALL APPLY TO ALL WORK REQUIRED BY THE

ALTERNATE UNLESS OTHERWISE SPECIFIED. DETERMINE WHETHER OR NOT AND HOW EACH

ALTERNATE AFFECTS WORK.

INCLUDE LABOR, MATERIALS, EQUIPMENT AND TRANSPORTATION SERVICES NECESSARY FOR AND

INCIDENTAL TO THE COMPLETlON OF WORK UNDER EACH PARTICULAR ALTERNATE. FURNISH

SEPARATE BID FOR EACH ALTERNATE APPLICABLE TO WORK. STATING THE AMOUNT TO BE ADDED OR

DEDUCTED FROM THE BASE BID.

1-18 OPERATION AND MAINTENANCE INSTRUCTIONS

DURING THE COURSE OF CONSTRUCTION, COLLECT AND COMPILE A COMPLETE BROCHURE OF

EQUIPMENT FURNISHED AND INSTALLED ON THlS PROJECT. INCLUDE OPERATIONAL AND MAINTENANCE

INSTRUCTIONS. MANUFACTURER'S CATALOG SHEETS. WlRlNG DIAGRAMS, PARTS LISTS, APPROVED

SHOP DRAWINGS, AND DESCRIPTIVE LITERATURE AS FURNISHED BY THE EQUIPMENT MANUFACTURER.

INCLUDE AN INSIDE COVER SHEET THAT LISTS THE PROJECT NAME, DATE, OWNER, ARCHITECT,

CONSULTING ENGINEER, GENERAL CONTRACTOR, SUB-CONTRACTOR, AND AN INDEX OF CONTENTS.

SUBMIT THREE COPIES OF LITERATURE BOUND IN APPROVED BINDERS TO THE ARCHITECT AT THE

TERMINATION OF THE WORK. PAPER CLIPS, STAPLES, RUBBER BANDS. AND MAILING ENVELOPES ARE

NOT CONSIDERED APPROVED BINDERS.

FlNAL APPROVAL OF MECHANICAL SYSTEMS INSTALLED UNDER THlS CONTRACT WlLL BE WITHHELD

UNTIL THlS EQUIPMENT BROCHURE IS RECEIVED AND DEEMED COMPLETE BY THE ARCHITECT AND

ENGINEER. INSTRUCT WORKMEN TO SAVE REQUIRED LITERATURE SHIPPED WlTH THE EQUIPMENT

ITSELF, FOR INCLUSION IN THlS BROCHURE.

1-19 TRAINING

AT A TlME MUTUALLY AGREED UPON BETWEEN THE OWNER AND CONTRACTOR, PROVIDE THE

SERVICES OF A FACTORY TRAINED AND AUTHORIZED REPRESENTATIVE TO TRAIN OWNER'S

DESIGNATED PERSONNEL ON THE OPERATION AND MAINTENANCE OF THE EQUIPMENT PROVIDED FOR

THlS PROJECT.

PROVIDE TRAINING TO INCLUDE BUT NOT BE LIMITED TO AN OVERVIEW OF THE SYSTEM AND/OR

EQUIPMENT AS IT RELATES TO THE FACILITY AS A WHOLE; OPERATION AND MAINTENANCE

PROCEDURES AND SCHEDULES RELATED TO STARTUP AND SHUTDOWN, TROUBLESHOOTING,

SERVICING, PREVENTIVE MAINTENANCE AND APPROPRIATE OPERATOR INTERVENTION; AND REVIEW

OF DATA INCLUDED IN THE OPERATION AND MAINTENANCE MANUALS.

SUBMIT A CERTIFICATION LETTER TO THE ARCHITECT STATING THAT THE OWNER'S DESIGNATED

REPRESENTATIVE HAS BEEN TRAINED AS SPECIFIED HEREIN. LETTER SHALL INCLUDE DATE, TIME,

ATTENDEES, AND SUBJECT OF TRAINING. THE CONTRACTOR AND THE OWNER'S REPRESENTATIVE

SHALL SIGN THE CERTIFICATION LETTER INDICATING AGREEMENT THAT THE TRAINING HAS BEEN

PROVIDED. SCHEDULE TRAINING WlTH OWNER AT LEAST 7 DAYS' ADVANCE NOTICE.

INSULATING MATERIALS, ADHESIVES, COATINGS, ETC., SHALL NOT EXCEED FLAME SPREAD RATING

OF 25 AND SMOKE DEVELOPED RATING OF 50 PER ASTM E 84. CONTAINERS FOR MASTICS AND

ADHESIVES SHALL HAVE A U.L LABEL.

3-4 SLEEVES AND SEALS

PROVIDE AND INSTALL SCHEDULE 40 STEEL SLEEVES FOR PIPES PASSING THROUGH EXTERIOR

WALLS, ROOFS, AND FLOORS. SPACE BETWEEN SLEEVE AND PIPE OR PIPE INSULATION SHALL BE

CAULKED WITH INCOMBUSTIBLE MATERIAL, ROPE OR MINERAL WOOL TO WITHIN 1/2" OF

WALL/ROOF/FLOOR AND FILLED WITH CAULKING COMPOUND TO WALL/ROOF/FLOOR SPACE.

3-5 HANGERS AND SUPPORTS

ANCHOR ALL PIPING TO ALLOW FOR PROPER EXPANSION AND CONTRACTION OVER THE LENGTH OF

EACH RUN. INSTALL CLEVIS PIPE HANGERS AT HORIZONTAL RUNS WITH INSULATION SHIELDS TO

PREVENT INSULATION DAMAGE. USE SPRING HANGERS TO SUPPORT VERTICAL RISERS.

PIPING SHALL BE SUPPORTED USING HANGERS AT THE FOLLOWING LENGTHS:

¾" PIPE: 5-FEET MAXIMUM SPAN

1" PIPE: 7-FEET MAXIMUM SPAN

1-1/4" PIPE: 9-FEET MAXIMUM SPAN

1-1/2" PIPE: 9-FEET MAXIMUM SPAN

2" PIPE: 9-FEET MAXIMUM SPAN

4 CHEMICAL TREATMENT

4-1 CHEMICAL TREATMENT

PROVIDE NEPTUNE TYPE FILTER FEEDER MODEL #FTF-5DB WITH 3/4" HIGH PRESSURE FLOW SIGHT

ON FEEDER OUTLET PIPING. CHEMICAL TREATMENT SHALL BE MOLYBDENUM CORROSION INHIBITOR

(EQUAL TO JAMESTOWN TECHNOLOGIES MOLYGARD 140) TO BE MAINTAINED IN 50-150 ppm RANGE.

2-1 ELECTRICAL WIRING

LlNE VOLTAGE WlRlNG SHALL BE PROVIDED BY DlVlSlON 26 (ELECTRICAL CONTRACTOR). LlNE VOLTAGE

CONTROL AND INTERLOCK WlRlNG FOR MECHANICAL SYSTEMS SHALL ALSO BE PROVIDED BY DlVlSlON

26 CONTRACTOR. LOW VOLTAGE CONTROL WlRlNG AND CONDUIT SHALL BE PROVIDED BY THE DIVISION

23 CONTRACTOR. FURNISH WlRlNG DIAGRAMS TO THE DlVlSlON 26 CONTRACTOR AS REQUIRED FOR

PROPER EQUIPMENT HOOKUP. COORDINATE WlTH THE DlVlSlON 26 CONTRACTOR THE ACTUAL WlRE

SIZING AMPS FOR MECHANICAL EQUIPMENT (FROM THE EQUIPMENT NAMEPLATE) TO ENSURE PROPER

INSTALLATION.

2-2 HEATING BOILER FEEDWATER EQUIPMENT

UNIT SHALL BE DOMESTIC HEATING BOILER FEEDWATER DUPLEX UNIT, SERIES CMHD, MODEL No.

1.50-CMHD-2.0-C35 DUPLEX WITH A 42" DIA. x 84" L, 492 GALLON STEEL RECEIVER AS MANUFACTURED

BY BELL & GOSSETT. UNIT SHALL INCLUDE 4" INLET, 1-1/2" DISCHARGE, 22 GPM PUMP RATING AT 20

PSIG DISCHARGE PRESSURE, 616PF PUMP TYPE WITH 3-11/16" IMPELLER SIZE, ODP MOTOR

ENCLOSURE,1/2 HP MOTOR, 3500 RPM MOTOR, 208/3/60 MOTOR VOLTAGE, 115/1/60 CONTROL

VOLTAGE; WATER MAKE-UP CONTROL WITH FLOAT SWITCHES, SOLENOID VALVE AND Y-STRAINER.

UNIT CONTROL PANEL SHALL BE NEMA 2 TYPE, UNIT MOUNTED AND WIRED. INCLUDE MAGNETIC

STARTERS, FUSED DISCONNECT W/FUSES, SELECTOR SWITCHES (AUTO-OFF-HAND), CONTROL

POWER TRANSFORMER, PUMP PILOT LIGHT, PUSH TO TEST BUTTONS, UL LISTED. PROVIDE THE

FOLLOWING OPTIONS: LOW WATER CUTOFF, GAUGE GLASS, DIAL THERMOMETER, 4" INLET BASKET

STRAINER, DISCHARGE PRESSURE GAUGE, AND BUTTERFLY SUCTION VALVE.

CONTRACTOR SHALL ENGAGE A FACTORY-AUTHORIZED SERVICE REPRESENTATIVE TO TEST AND

INSPECT COMPONENTS, ASSEMBLIES, AND EQUIPMENT INSTALLATIONS, INCLUDING CONNECTIONS.

PERFORM THE FOLLOWING TESTS AND INSPECTIONS:

1. INSPECT FIELD-ASSEMBLED COMPONENTS, EQUIPMENT INSTALLATION, AND PIPING AND

ELECTRICAL CONNECTIONS FOR COMPLIANCE WITH MANUFACTURER'S WRITTEN

INSTRUCTIONS.

2. TEST AND ADJUST CONTROLS AND SAFETIES. REPLACE DAMAGED AND MALFUNCTIONING

CONTROLS AND EQUIPMENT.

3. CHECK BEARING LUBRICATION.

4. VERIFY PROPER MOTOR ROTATION.

5. STARTUP SERVICE.

6. REPORT RESULTS IN WRITING.

7. BOILER FEEDWATER PUMP WILL BE CONSIDERED DEFECTIVE IF IT DOES NOT PASS TESTS AND

INSPECTIONS.

3 PIPING INSTALLATION AND INSULATION

3-1 STEAM PIPING, VALVES, AND SPECIALTIES

LP STEAM PIPING, NPS 2 AND SMALLER: SCHEDULE 40, TYPE S, GRADE B, STEEL PIPE: CLASS 125

CAST-IRON FITTINGS; AND THREADED JOINTS.

LP STEAM PIPING, NPS 2-1/2 THROUGH NPS 12: SCHEDULE 40, TYPE E, GRADE B, STEEL PIPE: CLASS

150 WROUGHT-STEEL FITTINGS, FLANGES, AND FLANGE FITTINGS: AND WELDED AND FLANGED

JOINTS.

3-2 STEAM CONDENSATE PIPING

CONDENSATE PIPING ABOVE GRADE, NPS 2 AND SMALLER: SCHEDULE 80, TYPE S, GRADE B, STEEL

PIPE; CLASS 125 CAST-IRON FITTINGS; AND THREADED JOINTS.

CONDENSATE PIPING ABOVE GRADE, NPS 2-1/2 AND LARGER: SCHEDULE 80, TYPE E, GRADE B, STEEL

PIPE; CLASS 150 WROUGHT-STEEL FITTINGS, FLANGES, AND FLANGE FITTINGS; AND WELDED AND

FLANGED JOINTS.

3-3 PIPING INSULATION

COVER ALL STEAM AND CONDENSATE DRAIN PIPING WITH PREFORMED FIBERGLASS INSULATION.

4" AND SMALLER STEAM PIPE SIZE SHALL BE INSULATED WITH 2-1/2" INSULATION. 2-1/2" AND

GREATER STEAM PIPE SIZE SHALL BE INSULATED WITH 3" INSULATION. 1-1/2" TO 4" CONDENSATE

PIPE SIZE SHALL BE INSULATED WITH 2" INSULATION.CONDENSATE PIPING SMALLER THAN 1-1/2"

SHALL BE INSULATED WITH 1-1/2" INSULATION. SNAP-ON TYPE SUCH AS OWENS- CORNING 25 AS5/SSL

OR APPROVED EQUAL. INSULATION SHALL HAVE A VAPOR BARRIER JACKET WITH TAPED AND VAPOR

SEALED SEAMS.

USE PVC (POLY-VINYL COATED) JACKETS FOR ALL ELBOWS, FITTINGS, AND EQUIPMENT REQUIRING

INSULATION.



Stratford, CT 06614

Au

g 0

2, 2

01

9 a

t 9

:2

7a

m

C:\U

se

rs\n

ick.g

arcia

\a

pp

da

ta

\lo

ca

l\te

mp

\A

cP

ub

lish

_1

49

2\M

0.0

.D

WG

nick.g

arcia


Ph: 203 239 4200 Fax: 203 234 7376

www.teamdtc.com



AutoCAD SHX Text

Project

AutoCAD SHX Text

Drawing Title

AutoCAD SHX Text

Drawing No.

AutoCAD SHX Text

Revisions

AutoCAD SHX Text

Issued

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Job No.

AutoCAD SHX Text

6400.1134

AutoCAD SHX Text

AS INDICATED

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

08/06/2019

AutoCAD SHX Text

MECHANICAL SPECIFICATIONS

AutoCAD SHX Text

M3.0

Brian

Typewritten Text

19-007

Brian

Line

PART 1 - GENERAL PROVISIONS FOR ELECTRICAL WORK

REFERENCES

THIS SECTION COVERS THE GENERAL REQUIREMENTS FOR ELECTRICAL WORK;

EXAMINE ALL CONTRACT DRAWINGS AND ALL OTHER SECTIONS OF THE

SPECIFICATIONS FOR ADDITIONAL WORK RELATED TO THE WORK OF THIS DIVISION.

DEFINITIONS

'PROVIDE' - TO FURNISH, INSTALL AND CONNECT UP COMPLETE AND READY FOR SAFE

AND REGULAR OPERATION OF PARTICULAR WORK REFERRED TO UNLESS,

SPECIFICALLY OTHERWISE NOTED.

'INSTALL' - TO ERECT, MOUNT AND CONNECT COMPLETE WITH RELATED ACCESSORIES.

'WORK' - LABOR, MATERIALS, EQUIPMENT, APPARATUS, CONTROLS, ACCESSORIES AND

OTHER ITEMS REQUIRED FOR PROPER AND COMPLETE INSTALLATION.

'WIRING' - RACEWAY, FITTINGS, WIRE, BOXES, MOUNTING HARDWARE AND RELATED

ITEMS.

'CONCEALED' - EMBEDDED IN MASONRY OR OTHER CONSTRUCTION CAVITY, INSTALLED

IN FURRED SPACES, WITHIN DOUBLE PARTITIONS OR HUNG CEILINGS.

'SIMILAR' OR 'EQUAL' - EQUAL MATERIALS, WEIGHT, SIZE, DESIGN AND EFFICIENCY OF

SPECIFIED PRODUCT.

'CONTRACTOR' - THE ELECTRICAL CONTRACTOR.

'NOTED' - AS INDICATED ON THE DRAWINGS AND/OR SPECIFICATIONS.

SCOPE

THIS WORK SHALL CONSIST OF THE FURNISHINGS OF ALL LABOR, MATERIALS AND

SERVICES REQUIRED COMPLETE, READY FOR CORRECT OPERATION FOR ALL

ELECTRICAL WORK CALL FOR BY THE ACCOMPANYING DRAWINGS AND

SPECIFICATIONS. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH

THE NATIONAL ELECTRICAL CODE, STATE AND LOCAL CODES.

THE DATA INDICATED IN THESE DRAWINGS AND SPECIFICATIONS ARE AS EXACT AS

COULD BE SECURED. BUT THEIR ABSOLUTE ACCURACY IS NOT GUARANTEED. DO NOT

SCALE DRAWINGS. EXACT LOCATIONS, DISTANCES, LEVELS AND OTHER CONDITIONS

WILL BE GOVERNED BY THE BUILDING. USE THE DRAWINGS AND SPECIFICATIONS FOR

GUIDANCE AND SECURE THE ENGINEER'S APPROVAL OF CHANGES IN LOCATIONS.

CIRCUITS, WHERE SHOWN ON AN ELECTRICAL DRAWINGS, ARE SO INDICATED

PRIMARILY FOR THE PURPOSE OF INDICATING THE GENERAL CIRCUIT PLAN AND DO

NOT NECESSARILY INDICATE THE EXACT LOCATION OF ROUTING OF THE RACEWAYS

UNLESS SPECIFICALLY INDICATED. CIRCUITS SHALL BE RUN IN SUIT CONDITIONS

CONSIDERING STRUCTURAL FEATURES, OTHER TRADES, CONSTRUCTION METHODS

AND GOOD INSTALLATION PRACTICE.

BEFORE SUBMITTING A BID, THE CONTRACTOR SHALL VISIT THE SITE AND BECOME

THOROUGHLY FAMILIAR WITH ALL EXISTING CONDITIONS UNDER WHICH THE WORK

AND WORK OF OTHER TRADES WILL BE INSTALLED. THIS CONTRACT INCLUDES ALL

NECESSARY OFFSETS, TRANSITIONS, MODIFICATIONS AND RELOCATION REQUIRED TO

INSTALL ALL NEW EQUIPMENT IN NEW OR EXISTING SPACES. CONTRACTOR SHALL

INCLUDE ANY MODIFICATIONS REQUIRED IN EXISTING ELECTRICAL EQUIPMENT FOR

INSTALLATION OF NEW ELECTRICAL EQUIPMENT AND NEW EQUIPMENT OF OTHER

TRADES. (LIGHTING FIXTURES, DEVICES, CONDUIT WIRING, ETC.) ALL NEW AND

EXISTING EQUIPMENT AND SYSTEMS SHALL BE FULLY OPERATIONAL UNDER THIS

CONTRACT BEFORE THE PROJECT IS CONSIDERED COMPLETE. THE CONTRACTOR

SHALL BE HELD RESPONSIBLE FOR ANY ASSUMPTIONS THAT ARE MADE, ANY

OMISSIONS OR ERRORS MADE AS A RESULT OF FAILURE TO VISIT THE SITE AND

BECOME THOROUGHLY FAMILIAR WITH THE EXISTING CONDITIONS AND THE CONTRACT

DOCUMENTS OF ALL TRADES.

CODES, REGULATIONS AND STANDARDS

ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING

APPROVED CODES:

STATE DEMOLITION CODE

STATE BUILDING CODE

STATE FIRE SAFETY CODE

LOCAL BUILDING CODE

IBC - INTERNATIONAL BUILDING CODE

NFPA - NATIONAL FIRE PROTECTION CODE

ANSI - AMERICAN NATIONAL STANDARDS INSTITUTE

ASTM - AMERICAN SOCIETY FOR TESTING AND MATERIALS

OSHA - OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

U.L. - UNDERWRITERS LABORATORIES

NFPA 101 - LIFE SAFETY CODE

NFPA 99 - HEALTH FACILITIES CODE

NFPA 70 - NATIONAL ELECTRICAL CODE

NFPA 72 - NATIONAL FIRE ALARM CODE

EPA - ENVIRONMENTAL PROTECTION AGENCY

IEEE - INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS

NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

IECC - INTERNATIONAL ENERGY CONSERVATION CODE

ICC/ANSI A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

PERMITS, FEES AND INSPECTIONS

THE CONTRACTOR SHALL GIVE ALL NECESSARY NOTICES, OBTAIN ALL PERMITS, PAY

FOR ALL GOVERNMENT, STATE SALES TAXES AND APPLICABLE FEES. THE

CONTRACTOR SHALL FILE ALL DRAWINGS, COMPLETE ALL DOCUMENTS AND OBTAIN

ALL NECESSARY APPROVALS FROM THE PROPER AUTHORITY OR AGENCY HAVING

JURISDICTION. OBTAIN ALL REQUIRED CERTIFICATES OF INSPECTION COVERING WORK.

THE CONTRACTOR SHALL SEE THAT ALL REQUIRED INSPECTIONS AND TESTS ARE

MADE AND SHALL COOPERATE TO MAKE THESE TESTS AS THOROUGH AND AS READILY

MADE AS POSSIBLE.

MATERIALS AND WORKMANSHIP

ALL MATERIALS AND APPARATUS REQUIRED FOR THE WORK, EXCEPT AS OTHERWISE

SPECIFIED, SHALL BE NEW AND OF FIRST-CLASS QUALITY. IT SHALL BE FURNISHED,

DELIVERED, ERECTED, CONNECTED, FINISHED IN EVERY DETAIL AND SO SELECTED

AND ARRANGED AS TO FIT PROPERLY INTO THE BUILDING SPACES. WHERE NO

SPECIFIC KIND OR QUALITY MATERIAL IS GIVEN, A FIRST-CLASS STANDARD ARTICLE AS

ACCEPTED BY THE ENGINEER SHALL BE FURNISHED.

ALL EQUIPMENT AND MATERIALS SHALL BE SPECIFICATION GRADE AND BEAR THE

UNDERWRITER'S LABEL. NO SUBSTITUTE OR ALTERNATE EQUIPMENT, MATERIAL, ETC.

WILL BE CONSIDERED FOR THIS PROJECT.

ALL WORK SHALL BE OF A QUALITY CONSISTENT WITH GOOD TRADE PRACTICE AND

SHALL BE INSTALLED IN A NEAT, WORKMANLIKE MANNER. THE ENGINEER/OWNER

RESERVES THE RIGHT TO REJECT ANY WORK WHICH, IN HIS OPINION, HAS BEEN

INSTALLED IN A SUBSTANDARD, DANGEROUS OR IN A UNSERVICEABLE MANNER. THE

CONTRACTOR SHALL REPLACE REJECTED WORK IN A SATISFACTORY MANNER AT NO

EXTRA COST TO THE OWNER.

GUARANTEES

ALL WORKMANSHIP AND MATERIALS SHALL BE FULLY GUARANTEED FOR A PERIOD OF

ONE YEAR AFTER ACCEPTANCE OF THE ENTIRE INSTALLATION COVERED BY THIS

CONTRACT. SHOULD ANY DEFECTS OCCUR DURING THE GUARANTEED PERIOD, THE

CONTRACTOR SHALL REPAIR AND/OR REPLACE ALL DEFECTIVE EQUIPMENT, MATERIAL

AND/OR WORK AT NO EXTRA CHARGE TO THE OWNER.

RECORD DRAWINGS

MAINTAIN, AT THE JOB SITE, A SET OF ELECTRICAL DRAWINGS INDICATING ALL

CHANGES IN LOCATION OF THE EQUIPMENT, PANELS, DEVICES, ETC. FROM THE

ORIGINAL LAYOUT. CLEARLY MARK IN RED ALL CHANGES ON THE DRAWINGS. AT THE

COMPLETION OF THE PROJECT THE CONTRACTOR SHALL TURN OVER THE RECORD

DRAWINGS TO THE ENGINEER/OWNER.

COORDINATION

ALL WORK SHALL BE CARRIED OUT IN CONJUNCTION WITH OTHER TRADES AND FULL

COOPERATION SHALL BE GIVEN IN ORDER THAT ALL WORK MAY PROCEED WITH A

MINIMUM OF DELAY AND INTERFERENCE.

SHOP DRAWINGS

SUBMIT ELECTRONIC COPIES FOR REVIEW, DETAILED SHOP DRAWINGS OF ALL

EQUIPMENT AND MATERIAL SPECIFIED. THE CONTRACTOR SHALL REVIEW ALL SHOP

DRAWINGS PRIOR TO SUBMISSION TO THE ENGINEER FOR REVIEW. NO MATERIAL OR

EQUIPMENT MAY BE DELIVERED TO THE JOB SITE OR INSTALLED UNTIL CONTRACTOR

HAS IN THEIR POSSESSION, APPROVED SHOP DRAWINGS FOR THE PARTICULAR

MATERIAL OR EQUIPMENT. SHOP DRAWINGS SHALL BE SPECIFIC WITH ITEMS

SUBMITTED FOR APPROVAL CLEARLY IDENTIFIED.

THE FOLLOWING IS A LIST OF ELECTRICAL ITEMS THAT MUST BE SUBMITTED FOR

REVIEW:

a. SAFETY/DISCONNECT SWITCHES

b. CIRCUIT BREAKERS

c. CONDUIT, WIRE AND CABLE

d. DEVICES (RECEPTACLES, TOGGLE SWITCHES, ETC.)

MANUFACTURER'S INSTRUCTION

INSTALL ALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS OR

REQUIREMENTS FOR PROPER OPERATION AND MAINTENANCE.

EQUIPMENT PAINTING AND CLEANING

THOROUGHLY CLEAN ALL ELECTRICAL EQUIPMENT DEVICES AND ENCLOSURES UPON

COMPLETION OF ALL WORK. REPAINT ANY EQUIPMENT WHOSE FINISH IS DAMAGED OR

RUSTED. MATCH MANUFACTURER'S ORIGINAL FINISH.

PENETRATION SEALANT

ALL PENETRATIONS SHALL BE SEALED WITH 3M INTUMESCENT FIRE BARRIER

PENETRATION SEALANT, APPLIED PER MANUFACTURER'S AND U.L. GUIDELINES.

CUTTING, PATCHING, REPAIRING AND PAINTING

THE GENERAL CONTRACTOR SHALL PERFORM ALL CUTTING, PATCHING, REPAIRING

AND PAINTING FOR ALL ELECTRICAL ITEMS AND EQUIPMENT CALLED FOR UNDER THIS

CONTRACT.

FIRE STOPS AND SEALS

PENETRATIONS THROUGH FIRE-RATED WALLS, CEILING OR FLOORS IN WHICH CABLES

OR CONDUITS PASS SHALL BE FILLED SOLIDLY BY U.L. APPROVED FIRE-STOP

MATERIALS, CLASSIFIED FOR AN HOUR RATING EQUAL TO THE FIRE RATING OF THE

WALL, CEILING OR FLOOR. PROVIDE TO 3M BRAND FIRE BARRIER CP25WB CAULK OR

APPROVED EQUIVALENT.

SEALING BUSHINGS SHALL BE USED ON CONDUIT AND CABLE ENDS TO EFFECTIVELY

PREVENT THE INTRUSION OF WATER, A DAMP OR CORROSIVE ATMOSPHERE, DRAFT OR

DUST.

ACCESS PANELS

THE CONTRACTOR SHALL FURNISH AND INSTALL ACCESS PANELS AND DOORS AS

REQUIRED FOR ACCESS TO INACCESSIBLE PULLBOXES, JUNCTION BOXES AND OTHER

SPECIALTIES.

THE CONTRACTOR SHALL COORDINATE THE LOCATIONS OF ACCESS PANELS AND

DOORS WITH THE GENERAL CONTRACTOR AND OTHER TRADES. FINAL LOCATIONS

SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT.

PART 2 - PRODUCTS

DESCRIPTION

ALL MATERIALS AND EQUIPMENT PROVIDED UNDER THIS SECTION SHALL BE NEW,

FIRST GRADE, BEST OF THEIR RESPECTIVE KINDS AND IN NO WAY SHALL THEY BE LESS

THAN THE QUALITY AND INTENT SET FOURTH UNDER THIS SECTION. THEY SHALL MEET

THE REQUIREMENTS OF ALL STANDARDS SET UP TO GOVERN THE MANUFACTURER OF

ELECTRICAL MATERIALS AND COMPLY WITH ALL APPLICABLE CODES AND STANDARDS.

WIRE

CONDUCTORS SHALL BE U.L. LISTED, 600 VOLTS, 90 DEG. C., SINGLE CONDUCTOR TYPE

THWN/THHN. 98% CONDUCTIVITY, ANNEALED UNCOATED COPPER WITH PVC

INSULATION COVERED WITH NYLON SHEATH JACKET. TESTED IN ACCORDANCE WITH

THE REQUIREMENTS OF UNDERWRITERS LABORATORIES STANDARD 83. WIRE SHALL

BE IDENTIFIED BY SURFACE MARKING INDICATING MANUFACTURER'S IDENTIFICATION

CONDUCTOR SIZE AND METAL, VOLTAGE RATING, U.L. SYMBOL AND TYPE

DESIGNATION. CONDUCTORS SHALL BE STRANDED. MINIMUM SIZE SHALL BE #12 AWG

UNLESS OTHERWISE INDICATED. MANUFACTURED BY ROME CABLE, TRIANGLE WIRE &

CABLE, GENERAL CABLE OR ESSEX WIRE & CABLE.

ELECTRIC METALLIC TUBING (EMT)

ELECTRICAL METALLIC TUBING SHALL BE GALVANIZED THIN WALL STEEL CONDUIT.

MANUFACTURED BY TRIANGLE WIRE AND CABLE, ALLIED TUBE AND CONDUIT,

REPUBLIC OR STEELDUCT. THE CONNECTORS AND COUPLINGS SHALL BE HEAVY DUTY,

STEEL-ZINC PLATED, SET SCREW TYPE.

FITTINGS

CONDUIT BODIES FOR ELECTRICAL METALLIC TUBING (EMT) SHALL BE CAST

ALUMINUM-ALUMINUM ENAMEL FINISH WITH SET SCREW HUBS AND ALUMINUM COVER.

FITTINGS INSTALLED OUTDOORS SHALL BE RATED FOR WET LOCATIONS.

CONNECTORS AND COUPLINGS FOR ELECTRICAL METALLIC TUBING (EMT) SHALL BE

HEAVY STEEL-ZINC PLATED WITH PRE-SET/PRE-SHAKED SET SCREWS.

CONDUIT STRAPS SHALL BE SNAP-TYPE, DOUBLE RIBBED STEEL-ZINC PLATED.

CONDUIT FITTINGS SHALL BE MANUFACTURED BY O/Z GEDNEY, CROUSE-HINDS OR

APPLETON.

SUPPORT FITTINGS

SUPPORT CHANNEL SHALL BE ROLL-FORMED #12 GAUGE STEEL, SOLID BASE OR BOLT

HOLE BASE - HOT DIP GALVANIZED FINISH. COMPLETE WITH ANGLE FITTINGS, SPRING

NUTS, CONDUIT SUPPORTS, 3/8" OR 1/2" THREADED RODS (SIZE REQUIRED FOR LOAD),

ETC.

FUSES

FUSES SHALL NOT BE INSTALLED UNTIL EQUIPMENT IS READY TO BE ENERGIZED. THIS

MEASURE PREVENTS FUSE DAMAGE DURING SHIPMENT OF THE EQUIPMENT FROM THE

MANUFACTURER TO THE JOB SITE.

ALL FUSES SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. FUSES SHALL

BE OF THE SAME MANUFACTURER, COPPER BUSSMAN, FERRAZ SHAWMUT OR

LITTLEFUSE. FUSE TYPES DESCRIBE BELOW SHALL BE U.L. LISTED DUAL ELEMENT TIME

DELAY TYPE.

CIRCUIT 0 TO 600 AMPERE SHALL BE PROTECTED BY DUAL ELEMENT, TIME DELAY,

CURRENT LIMITING FUSES WITH AN INTERRUPTING RATING OF 200,000 A.I.C. U.L. LISTED

CLASS 'RK1'.

MOTOR CIRCUITS SHALL BE PROTECTED BY DUAL ELEMENT, TIME DELAY, CURRENT

LIMITING FUSES WITH AN INTERRUPTING RATING OF 200,000 A.I.C. U.L. LISTED CLASS

'RK1'.

FUSES SHALL HAVE VOLTAGE RATING BASED ON DISTRIBUTION REQUIREMENT

SYSTEMS.

UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL PROVIDE THE OWNER

WITH THE SPARE FUSES LISTED BELOW.

OUTLET BOXES

OUTLET BOXES SHALL BE GALVANIZED STEEL, FLUSH OR SURFACE MOUNTED AND OF

PROPER TYPE AND SIZE AS REQUIRED FOR THE PARTICULAR APPLICATION. SIZE AND

TYPE DICTATED BY THE NUMBER OF DEVICES (2 GANG MINIMUM WITH SINGLE GANG

PLASTER RING FOR SINGLE DEVICE LOCATIONS), NUMBER OF CONDUCTORS AND

WIRING METHOD UTILIZED. BOXES SHALL BE ADEQUATE SIZE FOR THE INSTALLATION

OF CONDUCTORS WITHOUT EXCESSIVE BENDING OR CRIMPING OF THE CONDUCTORS

AND DAMAGING OF CONDUCTOR INSULATION. MANUFACTURED BY STEEL CITY OR

RACO.

OUTLET BOXES SHALL BE SECURED FIRMLY IN PLACE TO THE BUILDING STRUCTURE

AND SET TRUE AND SQUARE. PROVIDE SUITABLE MEANS TO SUPPORT OUTLET BOX TO

TAKE THE WEIGHT OF THE LIGHTING FIXTURE OR DEVICE. OUTLET BOXED OR BOX

EXTENSION RINGS SHALL BE SET FLUSH TO THE FINISHED WALL OR CEILING. BOXES

MUST BE ATTACHED THAT THEY WILL NOT 'ROCK', 'SHIFT' OR 'MOVE IN AND OUT' WHEN

DEVICES ARE USED. IN NO CASE SHALL BOXES BE INSTALLED BACK-TO-BACK IN A

COMMON WALL DIVIDING TWO SPACES.

CIRCUIT BREAKERS

BRANCH CIRCUIT BREAKERS SHALL BE QUICK-MAKE, QUICK-BREAK, BOLT-IN

THERMALMAGNETIC TYPE WITH VISIBLE CURRENT RATING AND TRIP POSITION.

MANUFACTURER SHALL MATCH THE EXISTING PANELBOARD'S MANUFACTURER. REFER

TO SCHEDULES FOR AIC RATING.

ALL MULTI-POLE BREAKERS SHALL BE EQUIPPED WITH HANDLE TIES FOR MULTI-POLE

USE.

PHASE SEQUENCE AND BALANCING

MAINTAIN CORRECT PHASE SEQUENCE OF ALL FEEDERS AND CIRCUITS WITH PHASE

IDENTIFICATION THROUGHOUT THE ENTIRE SYSTEM. BALANCING ALL FEEDERS AND

CIRCUITS TO WITHIN 10 PERCENT.

SAFETY/DISCONNECT SWITCHES

DISCONNECT/SAFETY SWITCHES SHALL BE MOTOR RATED, METAL ENCLOSED,

INTERLOCKING, FUSIBLE OR NONFUSED AS INDICATED. HEAVY DUTY TYPE, WITH

APPROPRIATE VOLTAGE RATINGS, QUICK-MAKE, QUICK-BREAK MECHANISMS, SOLID

NEUTRAL AND U.L. LISTED. SWITCHES SHALL HAVE PROPER TYPE METAL ENCLOSURES;

STANDARD, WEATHERPROOF, DUSTPROOF, ETC., TO SUIT THEIR SPECIFIC LOCATIONS.

MANUFACTURED BY GENERAL ELECTRIC, SIEMENS, SQUARE 'D', OR CUTLER HAMMER.

JUNCTION BOXES, PULLBOXES AND WIREWAYS

JUNCTION BOXES, PULLBOXES AND WIREWAYS SHALL BE OF PROPER TYPE AND SIZES

AS REQUIRED. CODE GAUGE, GALVANIZED STEEL WITH KNOCKOUTS AND FLANGES TO

RECEIVE THE COVERS. COVERS SHALL BE FLAT, OF THE SAME MATERIAL AS THE BOX

AND FASTENED TO THE BOX WITH MACHINE SCREWS. MANUFACTURED BY HOFFMAN,

SQUARE 'D', OR LEE PRODUCTS.

WIRING DEVICES

ALL DEVICES SHALL BE COMMERCIAL SPECIFICATION GRADE, U.L. LISTED,

SELF-GROUNDING, GROUND LUG, SIDE/BACK WIRED. COLOR SHALL BE SELECTED BY

ARCHITECT OR OWNER UNLESS OTHERWISE INDICATED. MANUFACTURED BY HUBBELL,

LEVITON, OR PASS & SEYMOUR.

RECEPTACLES THAT HAVE A POWER FEED THRU (FEED IN - FEED OUT) ARRANGEMENT

SHALL BE PIGTAILED. FEED THRU FEATURE ON DUPLEX RECEPTACLES USE IS NOT

ACCEPTABLE.

WALL PLATES FOR SWITCHES AND RECEPTACLES SHALL HAVE PANELBOARD AND

CIRCUIT DESIGNATION ENGRAVED AT TOP OF PLATE.

RECEPTACLES LOCATED IN WET LOCATIONS SHALL BE INSTALLED WITH AN OUTLET

ENCLOSURE CLEARLY MARKED 'SUITABLE FOR WET LOCATIONS WHILE IN USE'. THERE

MUST BE A GASKET BETWEEN THE COVER AND THE BASE TO ASSURE A PROPER SEAL.

THE ENCLOSURE MUST EMPLOY STAINLESS STEEL MOUNTING HARDWARE AND BE

CONSTRUCTED OF IMPACT RESISTANT POLYCARBONATE. THE OUTLET ENCLOSURE

SHALL BE U.L. LISTED. MANUFACTURED BY TAYMAC, CARLON, OR APPROVED EQUAL.

POWER AND CONTROL WIRING

FURNISH AND INSTALL ALL POWER WIRING, CONTROL WIRING (120VAC), CONDUIT AND

FITTINGS FOR ALL PLUMBING, HEATING AND VENTILATING AND AIR CONDITIONING

EQUIPMENT AND FINAL CONNECTIONS. MANUAL MOTOR STARTERS SHALL BE

FURNISHED, INSTALLED AND WIRED BY THE ELECTRICAL CONTRACTOR. EVERY MOTOR

SHALL BE PROVIDED WITH RUNNING OVERLOAD PROTECTION. UPON COMPLETION OF

WORK, CHECK OUT EACH ITEM. ITEMS TO BE CHECKED ARE VOLTAGE, ROTATION AND

OVERLOAD PROTECTION.

PART 3 - EXECUTION

INSTALLATION

ALL WORK, MATERIALS AND MANNER OF INSTALLING SAME SHALL BE IN STRICT

ACCORDANCE WITH THE LATEST REQUIREMENTS OF THE NATIONAL ELECTRIC CODE.

ALL CONDUIT AND WIRING SHALL BE INSTALLED CONCEALED UNLESS OTHERWISE

NOTED.

WIRING IN UNFINISHED AREAS SHALL BE INSTALLED EXPOSED USING EMT OR RGS

CONDUIT.

RACEWAYS

RACEWAYS, ENCLOSURES AND BOXES SHALL BE MECHANICALLY JOINED TO FORM A

CONTINUOUS ELECTRICAL PATH.

THE CONTRACTOR SHALL PROVIDE APPROVED TYPE PULL BOXES AS REQUIRED.

MINIMUM SIZE CONDUIT SHALL BE 3/4" UNLESS OTHERWISE NOTED.

FURNISH NYLON PULL STRINGS IN ALL EMPTY CONDUIT RUNS.

FURNISH LOCKNUTS AND BUSHINGS FOR ALL CONDUIT TERMINATIONS IN ALL OUTLET

BOXES, PANELS, PULL BOXES, CONDUIT STUBS, ETC.

ELECTRICAL METALLIC TUBING (EMT) SHALL BE USED FOR CONCEALED AND EXPOSED

WIRING IN DRY LOCATIONS AS FOLLOWS:

1. INTERIOR PANEL FEEDERS

2. INTERIOR LIGHTING, RECEPTACLE AND POWER BRANCH CIRCUIT WIRING

RIGID POLYVINYL CHLORIDE (PVC) SHALL BE USED FOR WIRING IN THE FOLLOWING

LOCATIONS:

1. BURIED UNDER GRADE FOR SERVICE ENTRANCE PRIMARY AND SECONDARY

CONDUCTORS.

2. LIGHTING AND POWER BRANCH CIRCUIT WIRING BURIED UNDER GRADE

3. BELOW CONCRETE SLABS

4. EXPOSURE TO MOISTURE

ALL CONDUIT SHALL BE INSTALLED IN PARALLEL AND PERPENDICULAR TO THE

BUILDING LINES.

ALL CONDUIT SHALL BE SUPPORTED USING CADMIUM PLATED CONDUIT STRAPS AND

HANGERS.

SEPARATE CONDUIT SYSTEMS SHALL BE INSTALLED FOR NORMAL AND EMERGENCY

POWER.

WIRING

PROVIDE WIRING TO ALL OUTLETS, EQUIPMENT, APPARATUS AND OTHER SPECIALTIES

UNDER THIS DIVISION THAT WHICH FURNISHED OR PROVIDED UNDER OTHER DIVISIONS

OR BY THE OWNER.

THE TERM 'WIRING' SHALL BE CONSIDERED TO BE COMPRISED OF THE CONDUIT,

CONDUCTORS, CONNECTIONS, ETC.

ALL WIRING ON DRAWINGS IS SIZED FOR TYPE THWN/THHN COPPER CONDUCTORS.

MINIMUM SIZE WIRE SHALL BE #12 UNLESS OTHERWISE INDICATED. ALL WIRING SHALL

BE COLOR CODED.

EXERCISE CAUTION IN PULLING CONDUCTORS INTO RACEWAYS SO AS NOT TO DAMAGE

THE INSULATION. CABLE PULLING LUBRICANT SHALL BE USED TO ASSIST IN PULLING.

CONDUCTOR WITHIN PANELBOARDS, JUNCTION BOXES, TROUGHS AND OTHER

EQUIPMENT WHERE CONCENTRATIONS OF CONDUCTORS ARE ENCLOSED, SHALL BE

NEATLY ARRANGED AND TIED WITH CABLE TIES.

CIRCUITS SHALL BE SO CONNECTED TO THE PANELBOARDS THAT THE TOTAL LOAD IS

DISTRIBUTED AS NEATLY AS POSSIBLE, EQUALLY BETWEEN EACH LINE AND NEUTRAL.

10% WILL BE CONSIDERED A REASONABLE AND ALLOWABLE UNBALANCE.

BRANCH CIRCUIT WIRING FOR SWITCHES, RECEPTACLES, DEVICES AND LIGHTING IN

DRYWALL CONSTRUCTION AND ACCESSIBLE HUNG CEILING SPACE, MAY BE INSTALLED

IN A METAL SHEATHED 'MC' TYPE CABLE WHERE APPROVED BY THE NEC AND THE

AUTHORITY HAVING JURISDICTION. CABLE SHALL BE SUPPORTED FROM STRUCTURE 4"

O.C. WITH APPROVED CABLE SUPPORTS. PROVIDE APPROPRIATE GROMMETS FOR

HORIZONTAL RUNS IN METAL STUD PARTITIONS. CABLE SHALL NOT LAY ON CEILING

STRUCTURE OR TILES. PROVIDE ANTI-SHORT BUSHINGS (RED HEAD) UNDER ARMOR

JACKET AT TERMINATIONS.

COMMON NEUTRAL FOR MULTIPLE BRANCH CIRCUITS IS NOT ACCEPTABLE. PROVIDE

SEPARATE NEUTRAL FOR EACH BRANCH CIRCUIT.

WIRING IN OUTLET BOXES, JUNCTION BOXES, CABINET PANELBOARDS OR EQUIPMENT

SHALL HAVE A MINIMUM OF EIGHT (8") INCHES LENGTH LEADS FOR CONNECTING

WIRING DEVICES TO MAKE UP CIRCUIT SPLICES.

INSTALL COPPER GREEN INSULATED GROUNDING CONDUCTOR IN ALL CONDUITS AND

RACEWAYS.

SPLICING

SPLICING SHALL BE DONE WITH INSULATED OR NON-INSULATED CONNECTORS OF

APPROPRIATE TYPES AND CURRENT-CARRYING CAPACITY. NON-INSUALTED

CONNECTORS SHALL BE WRAPPED WITH INSULATING TAPE TO THE THICKNESS OF THE

INSULATION OF THE CONDUCTORS BEING SPLICED. ELECTRICAL TAPE SHALL BE 3M OR

SUPER 88 SCOTCH VINYL FLAME-RETARDANT , COLD AND WEATHER RESISTANT.

SPLICES FOR CONDUCTORS, SIZES #10 AWG OR SMALLER SHALL BE MADE WITH U.L.

LISTED SPRING-TYPE CONNECTORS OR APPROPRIATE CURRENT CARRYING CAPACITY.

SPLICES, TAPS AND TERMINALS FOR CONDUCTORS #8 AWG OR LARGER SHALL BE

MADE WITH U.L. LISTED BOLTED PRESSURE CONNECTORS OF BRONZE OR COPPER

CONSTRUCTION, OF APPROPRIATE CURRENT CARRYING CAPACITY. EQUAL TO O/Z

GEDENY, BURNDY OR BLACKBURN.

CONDUCTOR IDENTIFICATION

CONDUCTORS #8 AWG AND SMALLER SHALL HAVE A COLOR-CODED INSULATION.

FEEDERS AND BRANCH CIRCUIT CONDUCTORS SHALL BE IDENTIFIED FOR PHASE

ROTATION.

208/120V/3PH

PHASE A BLACK

PHASE B RED

PHASE C BLUE

NEUTRAL WHITE

GROUND GREEN

ALL FEEDERS, MAINS AND BRANCH CIRCUIT CONDUCTORS SHALL BE TAGGED AT BOTH

ENDS WITH WIRE MARKERS IN ALL PANELS, MOTOR CONTROLS, JUNCTION BOXES,

OUTLET BOXES AND DEVICE BOXES.

IDENTIFICATION

FURNISH AND INSTALL NAMEPLATES FOR ALL ELECTRICAL EQUIPMENT, IDENTIFYING

ITEMS BY NAME, FUNCTION AND/OR CONTROL.

ALL CONDUCTORS SHALL BE PERMANENTLY TAGGED AT TIME OF INSTALLATION.

LABELS SHALL BE EQUAL TO T&B, PANDUIT OR IDEAL.

GROUNDING

ALL ELECTRICAL WORK SHALL BE GROUNDED AND BONDED IN FULL CONFORMANCE

WITH THE LATEST APPROVED EDITION OF THE NATIONAL ELECTRICAL CODE AND

LOCAL REQUIREMENTS.

PROVIDE GROUNDING CONDUCTOR IN ALL RACEWAYS.

GROUND CONNECTIONS WITH THE GROUNDING CONDUCTORS SHALL BE MADE AT

EACH OUTLET BOX, MOTOR AND OTHER EQUIPMENT COMPONENTS BY MEANS OF A

POSITIVELY SECURED GROUNDING CLAMP, SCREW OR CLIP.

BONDING SHALL BE PROVIDED TO ASSURE ELECTRICAL CONTINUITY AND THE

CAPACITY TO SAFELY CONDUCT ANY FAULT CURRENT LIKELY TO BE IMPOSED.

ALL DEVICES (SWITCHES, RECEPTACLES, ETC.), SHALL BE GROUNDED TO CONDUIT

SYSTEM WITH SIX (6") INCH SOLID COPPER #12 AWG INSULATED WIRE (GREEN)

CONNECTED TO GROUND SCREW IN DEVICE AND FASTENED TO BACKBOX WITH

10-32x3/8" SLOTTED HEXAGON HEAD WASHER FACE GROUND WITH GREEN DYE FINISH.

END OF ELECTRICAL SPECIFICATIONS

ELECTRICAL SPECIFICATIONS



Stratford, CT 06614

Au

g 0

2, 2

01

9 a

t 9

:2

7a

m

C:\U

se

rs\n

ick.g

arcia

\a

pp

da

ta

\lo

ca

l\te

mp

\A

cP

ub

lish

_1

49

2\M

0.0

.D

WG

nick.g

arcia


Ph: 203 239 4200 Fax: 203 234 7376

www.teamdtc.com



AutoCAD SHX Text

Project

AutoCAD SHX Text

Drawing Title

AutoCAD SHX Text

Drawing No.

AutoCAD SHX Text

Revisions

AutoCAD SHX Text

Issued

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Job No.

AutoCAD SHX Text

6400.1134

AutoCAD SHX Text

AS INDICATED

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

08/06/2019

AutoCAD SHX Text

ELECTRICAL SPECIFICATIONS

AutoCAD SHX Text

M4.0

Brian

Typewritten Text

19-007

Brian

Line